Temperature and orientation effects on the deformation mechanisms of α-Fe micropillars

Temperature and orientation effects on the deformation mechanisms of α-Fe micropillars

Accepted Manuscript Temperature and orientation effects on the deformation mechanisms of α-Fe micropillars A.B. Hagen, B.D. Snartland, C. Thaulow PII...

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Accepted Manuscript Temperature and orientation effects on the deformation mechanisms of α-Fe micropillars

A.B. Hagen, B.D. Snartland, C. Thaulow PII:

S1359-6454(17)30185-4

DOI:

10.1016/j.actamat.2017.03.006

Reference:

AM 13612

To appear in:

Acta Materialia

Received Date:

20 December 2016

Revised Date:

01 March 2017

Accepted Date:

03 March 2017

Please cite this article as: A.B. Hagen, B.D. Snartland, C. Thaulow, Temperature and orientation effects on the deformation mechanisms of α-Fe micropillars, Acta Materialia (2017), doi: 10.1016/j. actamat.2017.03.006

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ACCEPTED MANUSCRIPT 1

Temperature and orientation effects on the deformation

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mechanisms of α-Fe micropillars

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A.B. Hagen1*, B. D. Snartland1, C. Thaulow1

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1Department

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and Technology (NTNU), NO-7491 Trondheim, Norway

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*Corresponding author

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E-mail: [email protected]

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Abstract

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In-situ uniaxial compression tests on [010] and [011] α-Fe pillars have been

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conducted at room temperature and -75°C to study the mechanical response with

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focus on temperature and orientation effect. All pillars exhibit larger yield stresses

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and hardening at -75°C. We attribute this phenomenon to the non-planarity of screw

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dislocations in bcc crystals and the larger contribution of screw dislocations in

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governing the micro-scale plasticity at lower temperatures, similar to what is common

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for many bcc metals. We employ molecular dynamics to simulate the compression

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process to elucidate the underlying dislocation mechanisms. Nanopillars deformed on

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the [011] orientation deform via twinning at both temperatures, while the plastic

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deformation behavior for [010] pillars are governed by intense dislocation activity. In

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addition, [011] nanopillars withstand higher stresses before yielding, in agreement

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with the compression experimental results. TEM examinations are also reported and

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reveal that temperature clearly influence the residual dislocation structure.

of Engineering Design and Materials, Norwegian University of Science

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Keywords: Temperature effect; Dislocations; Micro-scale plasticity; Bcc iron; Yield

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stress

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1. Introduction

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The low-temperature embrittlement resulting in the Ductile-to-Brittle Transition

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(DBT) is still of great concern for large steel structures in engineering applications.

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Increase in yield and tensile strength at low temperature is widely observed metals

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and alloys in general. However, fcc metals still retain much or all of their ductility at

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low temperature in spite of the change in mechanical properties. In the case of bcc

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metals (e.g. α–Fe, W), loss of ductility suddenly appear below a critical temperature

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and brittle fracture may occur at subzero temperatures making the metals vulnerable

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when operating in extreme environments. Thus, understanding of the mechanisms

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controlling this abrupt transition is of great importance, but are however, still

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insufficiently understood.

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Small-scale mechanical testing techniques have attracted a lot of interest since it

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allows for higher precision and selection of microstructural features for evaluation of

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mechanical behavior. By doing this, fundamental details from deformation

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mechanisms can be investigated in new ways that is not feasible using conventional

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methods at larger scales. By using micro-scale sample manufacturing, such as focused

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ion bean milling, a large range of nano and microscale compression, tension and

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fracture geometries have become available. Plastic properties of both fcc and bcc

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metals have been extensively studied by means of uniaxial micro-compression tests.

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The extent of the studies has primarily been devoted to investigation of size

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dependence, revealing a dramatically increase in yield strength with decreasing

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sample size [1-8]. Another key observation is that fcc metals obtain a larger size

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effect that what observed in bcc metals [5-8]. The origin of the different plasticity

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behavior of fcc and bcc metals can be traced down to the fundamental dislocation

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mechanisms. The motion of screw dislocations generally governs deformation in bcc

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crystal structures. Atomistic simulations have revealed that the non-planar screw

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dislocation core structure leads to a high Peierls barrier, resulting in a lower mobility

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of screw dislocations compared to edge dislocations [9-12]. At lower temperatures,

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the motion of screw dislocations is thermally activated, leading to a strong

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temperature and strain rate dependence of the yield and flow stresses in bcc metals

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[13]. These processes where yield become dependent of temperature, occurs below

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the so-called critical temperature. Above this temperature, the mobility of edge and

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screw dislocations is equal, as in the case of fcc metals.

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Reports of the plasticity behavior of small-scale bcc Fe samples at room temperature

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[14-17] have revealed significant insights. Orientation dependent plasticity behavior

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is observed [14] attributed to the non-planarity of screw dislocation cores and

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twinning-antitwinning asymmetry typical of bcc metals [10, 12, 18, 19] and slip has

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been found to occur on {110} planes [14, 15]. The hardening behavior observed in Fe

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100 nm nanopillars have been attributed to increase in dislocation density due to

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dislocation interactions and multiplication [16]. Dislocation Dynamics [6] and

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molecular dynamics simulations [20] have suggested that such multiplication

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mechanisms occur due to the longer residence time of screw dislocations in the

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sample allowing it to multiply before exiting the pillar surface. The characteristics of

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the compressive stress-strain curves observed in Fe samples consisting of strain bursts

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have been attributed to the plastic flow along slip lines on the pillar surface [17]. In-

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situ transmission electron microscopy (TEM) compression experiments of Fe

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nanoblades, reported by Xie et al. [21], confirmed that the series of small strain burst

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were related to the collective movement of one or more dislocations and the more

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extended strain burst were caused by slip formation nucleated from the free surface.

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Very few investigations, however, have reported on the temperature dependence of

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mechanical properties and dislocation behavior in small-scale bcc samples. This is

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probably due to limited availability of micromechanical testing systems capable of

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performing such precision testing at low temperature under stable conditions. To the

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authors knowledge, only one low temperature study of Fe micropillars [22] have been

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conducted. Mechanical properties and deformation morphology was reported to vary

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widely as a function of temperature and crystallographic loading orientation.

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A recent molecular dynamics simulation study of pre-notched Fe cantilevers [23] was

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performed to investigate the effect of crystallographic orientations and its influence

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on fracture mechanisms. Interestingly, two of the orientations tested, (101)[-101] and

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(100)[0-11], display different fracture characteristics by means of ductile and brittle

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behavior, respectively. The crack system (101)[-101] exhibits substantial ductility

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with blunting on the crack tip. In contrast, the (100)[0-11] crack system indicates

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brittle fracture with crack extension by cleavage, consistent with a previous atomistic

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study of this crack system [24]. These studies reveal that orientation dependent

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properties contribute to new features of the plastic behavior. Coupling the effects

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between temperature and grain orientation on the plastic deformation and the

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underlying dislocation mechanisms are thus of great interest.

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For this purpose, the aim of this work is to increase the understanding of the plasticity

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mechanisms at low temperature for these two crystallographic orientations. The

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present work is dedicated to present new experimental data obtained from in-situ

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SEM compression experiments on 1 μm diameter single crystal α- Fe micropillars,

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performed at room temperature and -75˚C. Our findings provide quantitative

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information into plasticity relative to temperature at micro-scale. We perform MD

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simulations and TEM investigations to obtain insight in the temperature dependent

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dislocation behavior. The results are discussed in context with classical dislocation

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theories in bcc metals while accounting for the influence of the size of microcrystal

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samples, temperature and orientation.

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2. Experimental procedures and methods

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2.1. Sample preparation and micro-mechanical testing

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A high purity (99.99%) α-Fe sample from Alfa Aesar GmbH & Co KG, with the

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dimensions 1x1x0.1 cm was used in this investigation. The sample was heat treated in

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a high vacuum furnace at 700 °C for 3 h in order to produce enlarged grains. The

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sample surface was polished using 1 µm grit diamond and electrochemically polished

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at 35 V for 20 seconds using an A2 electrolyte. After determination of

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crystallographic orientations using EBSD mapping, micropillars in each grain with

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orientation [010] and [011] were machined using focused ion beam (FIB) milling

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(FEI Helios 600 DualBeam) with a 30 keV Ga+, Fig 1. A three-step milling procedure

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with a final current of 48 pA was conducted in order to obtain surface refining with

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minimal tapering angle and to reduce material redeposition. The resulting dimension

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of the pillars, i.e. d=1 µm and a height of 3.5 µm, gave an aspect ratio (height/ top

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diameter) of ∼3.5.

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Mechanical compression tests were performed in a FEI Quanta Environmental SEM

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(ESEM) using a PI-85 Picoindenter (Hysitron) with a cono spherical diamond

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indenter with a diameter of 4 μm and a cone angle of 60°, produced by Synton-MDP.

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The Fe pillars were tested in an open-loop control mode at 25 °C and -75 °C using a

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cooling system connected to the indenter device consisting of a rod made of copper

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and with liquid nitrogen as the cooling source. The system has two independent

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thermocouples to accurately control the temperature on the sample and indenter tip. A

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detailed description of the system is found in [22]. The recorded load-displacements

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data were converted into engineering stress-strain curves using the measured length

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and top diameters of the pillars.

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Figure 1: EBSD pattern quality map of Fe sample surface with [010] and [011] grains highlighted. The final

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milled pillars within each grain are indicated by arrows.

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2.2. TEM sample preparation

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A FEI Helios 600 DualBeam FIB (Focused Ion Beam) was used to make thin,

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electron transparent lamellas for ex-situ transmission electron microscopy (TEM)

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characterization. The TEM lamellas were prepared in cross-section with the lamella

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plane parallel to the loading direction. Prior to milling, protection layers of Pt and C

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were deposited by electron beam and ion beam assisted depositions, respectively, on

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top and on the sidewalls of the pillars to avoid ion beam implantation and damage in

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the pillars. The coarse Ga+ ion beam thinning was done at 30 kV. Final thinning was

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performed with 5 and 2 kV acceleration voltages. The thickness of the final lamellas

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was typically in the range 50 – 100 nm. TEM characterization was performed with a

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double Cs corrected coldFEG Jeol ARM200CF, operated at 200 kV. The TEM

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lamellas were plasma cleaned for 2 min prior to TEM characterization to remove

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possible hydrocarbon contamination on the surfaces of the lamellas.

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2.3. Simulation methods

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Molecular dynamics (MD) simulations of [010] and [011] nanopillars were performed

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to investigate the plasticity mechanisms at atomistic scale using Large scale

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Atomic/Molecular Massively parallel Simulator (LAMMPS) [25] with a timestep of

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0.0015 ps. Atom-atom interaction is described by the embedded atom method (EAM)

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potential developed for Fe by Mendelev et al. [26]. Periodic boundary conditions are

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defined in x– and y-direction, Fig. 2. Prior to loading, the nanopillars was relaxed for

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75 ps using a NPT ensemble to obtain equilibrium configuration followed by NVT

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ensemble for the main run, with a constant volume and temperature of 15 K and 300

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K throughout the simulations. The low temperature of 15 K was chosen to elucidate

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the temperature effect in the plasticity mechanisms. A strain rate of 𝜀 = 9 ∙ 109 s-1 was

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used throughout the simulations. The results were visualized with the software

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OVITO [27]. Dislocation defects in the pillars were detected and identified using the

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dislocation extraction algorithm (DXA) [28, 29] allowing for dislocation density

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measurements. Due to the large simulation model (∼51 million Fe atoms) and the

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inherent timescale limitations with MD simulations, dislocation density calculations

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were performed at predefined deformation steps.

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Figure 2: Simulation model of the Fe nanopillar with diameter 50 nm, height 125 nm and a 3° taper angle.

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4. Results

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4.1. Compression test of micropillars

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Fig. 3 shows representative SEM images of the pillars after compression. Irrespective

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of orientation and test temperature, all Fe pillars exhibited localized slip bands with

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significant shear offsets on the pillar surface, as recently reported elsewhere [14, 15,

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22]. Multiple slip lines were mostly prevalent on the [010] pillar surfaces, Fig. 3a and

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3b, suggesting a larger number of activated slip systems than that observed for [011]

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Fe pillars. The [011] pillars exhibit few slip lines at room temperature, Fig 3c, and

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only one prevalent slip trace at low temperature, Fig. 3d.

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Figure 3: Post-compression micrographs of [010] Fe pillars at a) 25 °C and b) -75 °C, and [011] Fe pillars at

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c) 25 °C and d) -75 °C.

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Fig. 4a and b show the engineering stress-strain curves for [010] and [011] pillars,

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respectively. Representative engineering stress-strain curves are displayed in Fig. 5a,

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accentuating the characteristics in the stress-strain behavior for each orientation and

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test temperature. Low temperature stress-strain curves reveal multiple strain bursts

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separated by elastic loading sequences and show a stronger hardening than that

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observed in the room temperature curves, which consist of larger extended plastic

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regimes with small amount of hardening.

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Yield stresses, Fig. 5b, were determined at the level of stress where first sign of

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plastic behavior occurred, indicated by a first small strain burst, illustrated in Fig. 5a.

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Hence, the yield stress represents the stress level required for activation of the

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weakest dislocation source [30]. Orientation and significant temperature dependence

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of strength are found. The average yield stress of the low temperature [010] Fe pillars,

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were estimated to 560 MPa, compared with 200 MPa for the room temperature pillars.

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For the [011] pillars, a yield stress of 757 MPa was found at low temperature and 319

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MPa at room temperature. Some scatter in strength are found and further discussed in

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section “6.1. Effect of orientation”.

191 192

Figure 4: Engineering stress-strain curves for (a) [010] and (b) [011] Fe pillars at 25 °C and -75 °C.

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Figure 5: a) Representative stress-strain curves from each loading orientation and test temperature with

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magnified view showing the yield stress point of determination indicated by arrows. b) Yield stresses versus

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temperature for all [010] and [011] Fe pillars. The slope indicates the average increase in yield stress for

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each orientation.

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4.2. TEM characterization

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Fig. 6 and Fig. 7 shows TEM bright field micrographs of [010] and [011] pillars,

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respectively. The pillars compressed at room temperature (Fig. 6a-b and Fig. 7a-b)

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clearly shows formation of complex dislocation networks consisting of loops,

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junctions and entanglements at the top portion of the pillar, where deformation

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predominantly occurs due to tapered geometry of the pillar [31]. The deformation is

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characterized by large slip offsets across the pillar, e.g. Fig. 6a. A large number of

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perfect dislocations are required to form such offsets emerging from the pillar surface,

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suggesting that deformation is accommodated via several perfect dislocations rather

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than partial dislocations [32]. This is also evident from the adjacent long straight

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dislocations of <111> type, propagating into the pillar center, Fig 6a. The residual

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dislocation structure consisting of both straight and smoothly curved dislocations for

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both orientations, suggest contribution from both screw and mixed dislocations.

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Bright field images of the pillars tested at -75 ˚C reveal the presence of long straight

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screw segments (Fig. 6d and Fig 7d) consistent with those observed at room

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temperature. However, the [010] pillar deformed at low temperature (Fig. 6d), shows

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a less dense population of dislocations consisting of several small dislocation

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segments homogeneously distributed within the pillar. These could also be a result of

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FIB induced defects, further discussed in section “6.2. Effect of temperature “. The

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[011] pillar deformed at -75 ˚C (Fig. 7d), contains several straight dislocation 9

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segments of <111> type, suggesting that perfect dislocations nucleate at the surface

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and propagate towards the pillar center. Since no evidence of twin formation is

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observed, the deformation at low temperature predominantly occurs by the motion of

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screw segments.

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Figure 6: Bright field TEM images of [010] Fe pillars with corresponding diffraction pattern compressed at

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(a-b) 25 °C and (c-d) -75 °C. Magnified view showing b) dislocation loops and d) straight <111> dislocations.

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Figure 7: Bright field TEM images of [011] Fe pillars with corresponding diffraction pattern compressed at

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(a-b) 25 °C and (c-d) -75 °C. Magnified view showing b) dislocation loops and d) straight <111> dislocations.

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4.3. Molecular dynamics (MD) simulation of Fe nanopillars

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A series of MD simulations was performed to elucidate the dislocation behavior.

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Compressive engineering stress-strain curves for simulated [010] and [011] Fe

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nanopillars at 300 K and 15 K are shown in Fig. 8a. Overall, the deformation is

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characterized by initial elastic deformation up to a maximum stress peak followed by

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a decrease in stress. Considering that all pillars are initially dislocation-free, the

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maximum stress peaks reflect the stress necessary for the full, or partial, dislocation

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nucleation [33]. However, the stress-strain characteristics undergo some changes with

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orientation and temperature. This is discernible particularly by means of decreasing

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strength with increasing temperature and a much sharper abrupt stress drop after

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yielding for the [011] pillars due to the appearance of twinning, while [010] pillars

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displayed progressive plastic deformation with dislocation slip as the dominating

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deformation mechanism. Fig. 8b shows the evolution of dislocation density,

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calculated from the total length of all dislocation segments at each chosen timestep,

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divided by nanopillar volume, using the DXA. The [010] pillars obtain higher 10

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dislocation density than [011] pillars, in the range of ∼1016 m-2 versus ∼1015 m-2,

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respectively. At 15 K the density for the [010] pillar continues to increase throughout

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the simulation, while the density evolution at 300 K levels out. For [011] pillars, a

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nearly constant density is reached at both 15 K and 300 K.

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Figure 8: a) Engineering stress-strain curves and b) dislocation density evolution for all [010] and [011] Fe

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nanopillars at 15 K and 300 K.

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Atomic snapshots at various strain levels show the evolution of the initial dislocation

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nucleation for all the parallel tests, Fig 9. Typically 1/2 <111> dislocations form at the

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pillar surface bottom moving upward on {112}<111> slip systems for all tests. The

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yielding in [010] nanopillars occurs by dislocation nucleation in the four symmetrical

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{112}<111> slip systems with a Schmid factor of 0.47, shown in Fig. 9a-h. For the

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[011] pillars, there are two symmetrical {112}<111> slip systems activated also with

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a Schmid factor of 0.47, Fig. 9i-p. The more easily available slip possibilities in the

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[010] pillars are also reflected in the stress strain curves, by means of a lower yield

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stress, Fig. 8a.

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Overall, the dislocations nucleate as curved lines resembling dislocation of mixed

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character. At 300 K, the dislocation loops easily expand in multiple directions.

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Similar structure is initially observed at 15 K as well. However, as the dislocation

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lines continue to grow, they develop into straight lines, typical of pure screw character

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[34], Fig. 9e-h. For the [011] nanopillar, twinning nucleation is present at 15 K as

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soon as the first dislocation is initiating, Fig. 9 m-p. The deformation mechanisms

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observed for each orientation are summarized in Table 1.

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Figure 9: Initial dislocation configurations at various strains viewed along the loading direction. The [010]

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nanopillars obtain dislocation nucleation from four symmetrical sites (a-d) subsequently colliding and

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forming loops with increased strain at 300 K, while (e-h) initially curved dislocations propagates into

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straight dislocation lines at 15 K. The [011] nanopillars nucleate dislocations from two opposite sites, (i-l)

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forming dislocation loops with increased strain at 300 K and (m-p) twin configurations at 15 K.

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Table 1: Deformation mechanisms for [010] and [011] Fe nanopillars at 300 and 15 K.

Loading direction

Temperature

Slip system

Schmid factor

Mechanism

[011]

300 K

(211)[111]

0.4714

Twinning

[011]

15 K

(211)[111]

0.4714

Twinning

[010]

300 K

(121)[111]

0.4714

Dislocation slip

[010]

15 K

(121)[111]

0.4714

Dislocation slip

279 280

Fig. 10 shows stress-strain curves for all the parallels, with insets of atomic snapshots

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at strain levels before, at- and after the maximum stress peak. [010] pillars mainly

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consists of massive dislocation generation and loop formation leading to dislocation

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slip, Fig. 10a-b. Dislocations with ½<111> burgers vector start to nucleate at four

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symmetrical sites, as shown in detail in Fig. 9a-h, moving upwards into the pillar

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center on {121}<111> slip systems, and escaping the free surface. At 300 K,

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dislocations tend to rearrange themselves, creating dislocation loops that easily

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expand in multiple directions and leaving behind vacancies on their path, Fig. 10a

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(inset 2 and 3a). At 15 K, the curved front of the dislocations escapes the free surface,

289

while most of the straight lines are remained in the pillar for a longer time, continuing

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to operate with kink pair mechanisms and interact with new dislocations upon further

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loading. Moreover, a small twin embryo starts to develop after yielding, quickly

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growing into two small parallel planes, leaving behind a slip step on the pillar surface,

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Fig. 10b (also see inset 3a and b). However, the deformation mainly consists of a

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continuous accumulation of dislocations during compression. The dislocation density

295

increases continuously with increasing strain throughout the simulation, Fig. 8b.

296

For [011] pillars, the twinning evolution is clearly reflected in the stress-strain curves

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by a sharp stress drop at both 300 K and 15 K, Fig. 10c and 10d, respectively. At 300

298

K, the twin embryo propagates rapidly at the maximum stress level and gradually

299

evolves into two parallel twinning planes, Fig 10c inset 2-3. In the inset 2, another

300

twinning plane is initiated. However, this plane starts to disappear (completely

301

vanished at ∼10% strain) after the stress drop as the other two parallel twinning

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planes increases in distance and dominates the deformation. Massive dislocation

303

interaction and vacancy formation are observed to occur between these planes. The

304

dislocation density, Fig. 8b, increases until point 2 in the stress-strain curve, Fig. 10c.

305

From this point, twinning starts to govern the deformation the density remains nearly

306

constant throughout the simulation with only small variations as new dislocations

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nucleate and escape the free surface. For the [011] nanopillar at 15 K, Fig. 10d, twin

308

configuration appears as soon as the first dislocation starts to nucleate. As also

309

evident for the [011] pillar at 300 K, twinning occurs on the two symmetrical slip

310

systems {211}<111>. Only one of the twin planes “survive” and develop into two

311

parallel planes with increasing deformation, inset 2-3 in Fig. 10d. By studying the

312

dislocation density evolution, Fig. 8b, the trend is more and less similar as seen at 300

313

K for the [011] nanopillar. However, a higher density is observed at 15 K.

314 315

Figure 10: Engineering stress-strain curves of simulated (a-b) [010] and (c-d) [011] Fe nanopillars at 300 K

316

and 15 K, with insets of dislocation structure at various strains.

317 318

6. Discussion

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6.1. Effect of orientation

320

Fe pillars with [011] orientation withstand higher stresses before yielding than the

321

[010] pillars, independent of test temperature, Fig 5b. Some scatter in yield stress is

322

evident from Fig. 5b, suggested to occur due to the randomness of dislocation sources

323

(i.e. source length and dislocation source orientation) in the position where the

324

micropillar is milled out and the inherent initial realization of the dislocation

325

structure. Larger dislocation sources are weaker, resulting in lower activation stresses,

326

while smaller sources require higher stresses to control the onset of plasticity [35, 36].

327

Additionally, artifacts such as slight misalignment between the pillar and the loading

328

axis and roughness of the contacting surfaces could contribute to variations in yield

329

stresses. However, it is well within the scatter typically observed in these dimensions

330

[37].

331

The difference in strength with crystal orientation may partly be explained by the

332

available slip possibilities for each loading orientation [36]. [011] pillars have four

333

equivalent slip systems with the highest Schmid factor, while [010] has eight. Thus, a

334

larger number of well-oriented dislocation sources are expected to be present in the

335

[010] orientation, compared to the [011] pillars. Intuitively, the easily available slip

336

possibilities may facilitate dislocation-dislocation interactions [37], manifested

337

through the overall lower deformation stresses for [010] pillars, Fig. 5b. SEM

338

examinations of deformation morphologies (Fig. 3) also confirm that slip in [010]

339

pillars seems to be distributed on a much larger number of slip planes than in the case

340

of [011] pillars.

341

Additional evidences supporting these observations were provided from the MD

342

simulations. Typically, the [010] nanopillar demonstrates larger slip system activation

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ACCEPTED MANUSCRIPT 343

by means of slip in four slip systems, while deformation on [011] pillars is distributed

344

on two slip systems. Moreover, the larger availability for dislocation nucleation

345

events in [010] pillars, is also confirmed by the larger dislocation density, Fig. 8b.

346

The lower dislocation density obtained for [011] could be a signature of the twinning

347

activity. A more detailed examination reveals that when perfect dislocations with ½

348

<111> burgers vector, decomposes into partial dislocation to form the low-energy

349

state of twinning, indeed, the dislocation density of perfect dislocations decreases.

350

Since twinning take over as the governing mechanism, dislocation nucleation and

351

dislocation pile-ups becomes less prominent compared to the [010] pillars. The

352

remaining dislocations after twin propagation tend to escape from the free surface as

353

new dislocations are nucleated. The dislocation density saturates as these two

354

processes are balanced. Such evolution of dislocation density corresponds to the

355

nearly constant density obtained after twinning is formed, Fig. 8b.

356

6.2. Effect of temperature

357

The compressive engineering stress-strain curves in Fig. 4a-b indicate a large

358

temperature effect by means of higher yield and flow stresses and significant increase

359

in strain hardening when the temperature is reduced. In bcc metals, the mobility of

360

screw dislocations decreases at temperatures below 340 K for α-Fe [38], due to

361

higher Peierls stress. As a consequence, a larger dislocation storage and increased

362

probability for dislocation interaction occur. These dislocations might serve as

363

obstacles and hinder further dislocation motion. Hence increased strength and strain

364

hardening are expected [6, 16, 20]. This coincides with the strong temperature

365

dependence and strain hardening observed in the present stress-strain curves, Fig. 4a-

366

b.

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Indeed, for increasing temperature, Peierls barrier do not considerably constrict

368

dislocation movement and screw dislocation mobility is not a limiting factor since it is

369

approaching similar mobility as edge dislocations. The temperature also influences

370

the shape of the stress-strain curves. Initially at room temperature tests, small strain

371

bursts occurs, arising from propagation of dislocation avalanches within the sample

372

from dislocation sources [39]. Subsequently, the appearance of extended plastic

373

regimes with absence of strain hardening occurs. These large strain bursts are

374

suggested to be associated to dislocation elimination at the pillar surface [40, 41]

375

when local shearing occurs [42, 43]. This was also evidenced during the present in-

376

situ observation, leaving clear shear bands on the pillar surface when larger strain

377

bursts occurred. Our observation agrees well with the dislocation behavior reported

378

by Xie et al. [21] from TEM in-situ compression tests of α-Fe nanoblades.

379

Generation of series of small strain bursts is more pronounced at the low temperature

380

Fig. 4a and b. A possible explanation to this could be due to the larger disparity in

381

dislocation mobility of pure edge and pure screw segments at lower temperatures,

382

affecting the dislocation behavior. As the edge dislocations move quicker away from

383

the dislocation source, long screw segment remains close to the source, leading to pile

384

up with continuing deformation. The screw dislocation pile ups can produce back

385

stresses on the source reducing its ability to continue to operate [44]. Back stresses or

386

dislocation exhaustion that further suppress plastic deformation, are suggested to be

387

reflected in stress strain curves by means smaller strain bursts with limited amount of

388

strain [42, 43].

389

The temperature dependence of dislocation behavior is observed in the current TEM

390

examinations. TEM examination of room temperature Fe pillars reveal that

16

ACCEPTED MANUSCRIPT 391

deformation is mediated by pinning, entanglement, dislocation loops as well as

392

straight dislocation segments distributed on different sites in the pillar. Moreover, a

393

high density of dislocations was found in heavily deformed zones, and only a few

394

dislocations were present in others areas. The large free surfaces contribute to

395

continuous nucleation of dislocations, causing dislocation interactions and a dense

396

dislocation structure. This is consistent with the residual dislocation structure found in

397

post-compression TEM observations of 1 µm Fe pillars, reported by Huang et al [38].

398

The appearance of long straight dislocations segments, of screw character, is more

399

distinct for pillars deformed at low temperature. These dislocations are parallel to

400

each other, indicating dislocation movement in parallel crystallographic planes. Kim

401

et al. [45] reported similar dislocation behavior from TEM examination of Nb

402

nanopillars. It was suggested that contribution of cross-slip did not occur since any

403

pinning points or dislocation interactions was observed. This behavior is different

404

from previous TEM observation of Mo nanopillars [46], consisting of an entangled

405

dislocation substructure with curved dislocation segments, junctions and loops.

406

Additionally, the dislocation multiplication mechanism reported in molecular

407

dynamics [20] and dislocation dynamics simulations [6], was suggested to mediate

408

the deformation in the Mo nanopillars [46].

409

We also observed shorter segments distributed throughout the pillar volume. Such

410

defects are previously observed in bcc pillars, suggested being clusters of small loops

411

or FIB induced damages due to TEM sample preparation [45-47]. Even though the

412

TEM sample thinning process was finalized with a very low accelerating voltage, the

413

ion-induced surface damage may still occur [47]. However, it is difficult to

414

distinguish between defects caused by the TEM thinning process or deformation.

17

ACCEPTED MANUSCRIPT 415

For any systematic conclusion to be drawn from these examinations, additional TEM

416

samples from similar orientations are needed. Nevertheless, Fig. 6 and Fig. 7 indicate

417

that, after deformation and examination, one consistently observe a larger appearance

418

of straight screw segments at low temperature, consistent with observations from the

419

present MD simulations (e.g. see Fig. 7e-h). Here, the straight dislocation segments,

420

remains in the pillars for a longer time than the curved front part of mixed character,

421

consistent with previous observations in MD simulations [20] and dislocation

422

dynamics simulations [6]. The larger mobility of mixed dislocations allows for an

423

easier escape at the free surface, leading to pile-up of the remaining screw dislocation

424

segments. The dislocation motion of the straight screw segments occurs through

425

double kink nucleation mechanisms, in agreement with previous simulation results of

426

bcc Fe [48, 49].

427

Simulation of Fe nanopillars at 300 K captures a different dislocation behavior, Fig.

428

9i-l, which may be due to sufficient thermal energy allowing for easier

429

rearrangements. Here, dislocations generate loops and expand in several directions,

430

also observed in TEM examinations, Fig 6b and 7b. Moreover, a large amount of

431

debris, in the form of lattice vacancies and clusters, are immediately emitted from

432

dislocations, Fig. 10. The amount of debris is more prominent and larger at 300 K in

433

agreement with previous Fe studies [48], suggested to be due to intrinsic behavior of

434

screw dislocations and regulated by applied stress, temperature and segment length.

435

There are of course quantitative discrepancies between MD simulations and

436

experimental results. Evidently, the time scale limitations in MD simulations raise the

437

need for using strain rates several orders of magnitude higher than in experiments,

438

reflected by the significantly higher peak stresses in simulated pillars than those

18

ACCEPTED MANUSCRIPT 439

obtained from experiments. Also, since MD simulations can only use small structures

440

containing up to tens of millions atoms, the simulated pillars are considerable smaller

441

than experimental pillars. Although the shortcomings of the MD approach cause

442

limitations, it is expected that the governing mechanisms of dislocation motion will

443

apply [50]. In the present MD investigation apparent correlation to experimental

444

results are present and the simulations provide insight into the underlying dislocation

445

mechanisms governing the deformation that cannot be provided from experiments.

446 447

7. Conclusions

448

Low and room temperature compression tests were performed on [010] and [011] Fe

449

micropillars. Experimental compression tests have been combined with TEM

450

examinations and MD simulations to reveal dislocation mechanisms. Temperature

451

dependent yield stress and strain hardening behavior was prominent for both

452

orientations. It was clearly found to decrease with increasing temperature, attributed

453

to easier activation of dislocation sources and increased dislocation mobility at higher

454

temperature. Post-compression TEM observation found a high density of residual

455

dislocations in deformed pillars, where straight screw segments were predominantly

456

distinct at low temperature and dislocations of mixed character were evident at room

457

temperature. [011] pillars obtain highest strength in both MD simulations and

458

experiments as a result of less available slip systems compared to the [010] pillars.

459

Plasticity for all pillars is mainly governed dislocation slip.

460 461

Acknowledgements

462

The authors wish to thank the Research Council of Norway for funding through the 19

ACCEPTED MANUSCRIPT 463

Petromaks 2 Programme, Contract No.228513/E30. The financial support from ENI,

464

Statoil, Lundin, Total, Scana Steel Stavanger, JFE Steel Corporation, Posco, Kobe

465

Steel, SSAB, Bredero Shaw, Borealis, Trelleborg, Nexans, Aker Solutions, Marine

466

Aluminium, FMC Kongsberg Subsea, Hydro and Sapa are also acknowledged. The

467

Research Council of Norway is acknowledged for the support to the Norwegian

468

Micro- and Nano-Fabrication Facility, NorFab.

469

[SIMILAR] were performed on resources provided by UNINETT Sigma2 - the

470

National Infrastructure for High Performance Computing and Data Storage in

471

Norway. The Authors would also like to thank Dr. Per Erik Vullum for TEM sample

472

preparation and imaging.

The computations/simulations/

473 474

References

475 476 477 478 479 480 481 482 483 484 485 486 487 488 489 490 491 492 493 494 495 496 497 498 499 500 501 502

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