Inverse hardness distribution and its influence on mechanical properties

Inverse hardness distribution and its influence on mechanical properties

Fatigue the final process 600 s to fatigue hardening in 700°C for to analyses were of zirconium hardnes\ 80% life unirradiated rates al...

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Fatigue the

final

process

600 s to fatigue hardening

in

700°C

for

to

analyses

were

of

zirconium

hardnes\

80% life

unirradiated rates

alloys.

An

proposed

by

and

of

faster

using

predict

regression

strength

on

ment

with

the

crack

analysis

Q23SB.

4 rel..

strejs

fraction

tensile

of

strength

The

principles,

The

basic

metals

lead

alloys,

rinc.

The

nickel

methods

two

main

hydrogen

types

of

strength

and

is

methods

for

quality

and

plating

nickel

life.

stress,

The

iron

ohviow

which

effect

discussed

of plating

covered

controlling

the

properties

of

bath

nickel

Graphs,

other

pH

and

properties elongation.

on the mechanical

nickel

deposits

Studying

the

pattern

Shimizu

hardening’.

Opposite

at the

surface

dependent and

Laser

ensure

tionally

plating

2 rel..

higher

before

change

50 mm

the

diameter,

made

solutions

yield

quenching

(CDQ@)

extraction,

has a great

to conventional

shown

a higniticant

inverse

hardnes\

mens

having

and

to the

steel This

intentionally the

increase

impact

of

the

hardening,

fatigue

life

quenching,

that

Eurocode

( 1997)

Wrlding 1,s the Wo/kl A

short

overview

particular The

with

main

design weld

welded

by

than

has

to avoid

specimen\ with

edges

are

of Eurocode

treatment

of

rules,

execution

of

to materials

and

welding

design.

and

standards.

Graph\,

concerning

steel

by

of

fillet

wmi-rlgld

structural

34(8).

article

order

to contribute

enhance awe,

the were

base

were

by three

fatigue

with model.

the

111%

when

longitudinal

direction.

controlled

toe

irregularity,

presented,

and

results

of

an

of with

in the A

carbon

cracks

parameter?,

fatigue

are discussed.

improve

life Graphs,

Weld the

to

the

with

containing

Material\:

I6MnR

and

with high reliability.

and

a1umiwum

\hcct

metal\

for

optimizing

the

proce\~

limit\

and

conlidencc

scm-cobular

to spot

a Ggnificant

higher

rivet\

weldmg of

of

the

reprwxts

Thi\

increase

grade\

the

tests

S355N

of. consumable

without

limit\

fatigue

,joining

from

weldings.

endurance

Wohler

\tccl

known

:I

I\ especially

joint‘\

strength.

and

edges wire,

preview

compnmhle cawed

S3SSJZG.i.

of

which

reach

wire\.

than wxc

le\s

were

on

Graph\,

strength alloy

the fatigue

of

For and

01. cro\z

welds

AIMgS

on

Iawl

thichne\\

Cut

8-

thermally

and

endurance

mechanically

numerical

in a local

6 alloy

for

limit\

u!t

data.

tube\

The

for

of butt

weld\

for

:ioining

9 ICI

given

trusacd

structure\

sldr,

I ( IO96 /

and

tohc\

M ith

that

of AIMgS for

\trcue\

wing

The of

fatigue

alummium cros

r\cltl\

hy ‘TICi welding.

hox~type

of local

c~rcuhu

weld\

are .SGN CLI~VC’L for

and

distribution

square and 90

\qu:w

is compared

welds,

tranmis\lve

rnhc\.

01 ~\cld\

illustrated

K-t)pe

htrel tube

alloys.

data

xc

and

of

the circular

weld\

wrngtli

.S~-N dugram\

and

vamw

tubes. fillet

The

plate

of 6061-T

an

convcn

out

\hcct

increased

publications

conwnable

[Wohlerbersuche

58-69

cubes.

tru\\cd

zttxuurc\

I\ analq/ctl

ill

weld

ref.

fatigue

showed

tc\t\

the

on

for corrosion

t NaCI)aquccu

wlution of

number studied

hands

tc\ts

Crack

fatigue

slip

I-ewlting

cxplnm

of austenitic

ge\ted

to

fatigue

of awtenitic

SS, which

decrcnse

re\istancc

111 0 5 M

(SEMI

stainless

the

NaCl

than

solutwn

;LII after

high

crack

spcc ~mcn

\tl-cc\w\ \almc

to

cau\c

wlution

with

A mcch~~n~w~

coalescence

\trcs?,

lclcl

bchaviour

fw

Graph\.

fol

ua\

rug

corroGon

and gcncrnlly

at pH = 4 2

a

fatl~ue

of prepol~~hrd

maxlmunl pa\si\e

in

\hxl chloride

corrowx

the 511~ band\. and

\ia~nlc\\

wd~um

of

of the acidic

formation m

lower

wfficientlq

along

exhibited

0.5 M

mechanisms

lnteractlon

pit

S3 IhOO) in

one-third

at

corroswn

(UNS

failure

micrwcopy

hand!, from

the

wa\

conducted

pitting

316 for

initiation

electron were

caused

initiation

lebcl

at pH = 4.2

cycle\.

of intensive

slip

type

we\\

scanning

Fatigue

formation the

by

annealed

m;1ximum

Gmilnr

graphs,

prediction toe

and

fatigue

re\iat-

good

photomicro-

8 ref.

The analysis of failure causes for the cast stainless steel hipjoint in viva. Xi<,, J.. Wu, Y. wd Z/III, R

toes

fatigue

were toes,

using

fatigue

method

for

surface

surface

of a ust

wcrc

fracturr

was

corroGon

fatigue

crack

which

\tainle\s

studied

by

fatigue imtiated

of co-effect

of

\tcel

SEM

to the

hending

crack

due

corroded and

t’ractwed

It

from

corrosion

hip Joint

method. place

btre\\.

was

fractured

11, VIIO

concluded

and that

it\ the

\tre\\.

The

corro\ioil

propagated

and

t~ucwed

Photomicrograph\.

1 rcl

the The

and

Intezrable

k-solutions

Alternative

\tres

for common

fatigue crack prowth

soecimens.

its

a fracture

life

decreased

fracture

normal

hecauw

of

duections.

geometry

to

propertie\

weld

photomicrographs,

that

Bead-on-plate

modelled

welds,

direction,

defined

and

from were

process

as a means

longitudinal

straight

transversal

toe.

developed.

steel. and

growing

standard

considering

and

was

weld

weld

Composition

low

geometric

automatic

cracks

(DART)

method.

jointa

agree-

5 ref.

to the

in the transverse

Compared loaded

interaction

SAEIOIO

behaviour defined

of

irregularity

this

bending

propagation

mechanics

of

of

technique

using

thoce point

relationship up to

and

arc rotating

fabricated

metal

tested

development

degree

development

the double

welds

to the

a controlled

steel

in opposite

getting

show

dcxrlbr\

aluminium

The In

load

of

means

3S-J3.

corrouon

detailing

A technique to produce automatic welds with enhanced fatigue crack propagation lives under transverse loading. Chqwtti. M.D. md Otq+, J.L. I,?trnlotionol Joun~ni of Pwv.\wr Vcwrl., md P,pirrg ( 1997) 70. I 7% IX I introduces

clwr

claw

Fatigue design data and concepts of aluminium structures. XVII. 7bkrut~hi, K. Kc4 Kirrohu Yrwtw ~Jo~o?~rdo/ Light Meto/ WtMwr,q ~rml (‘omtr~rr tuv!

crack

function\. bridges,

concept

achieved

3 in

i\ given.

re\i\tancc

for

connections.

durability

Eurocode

agreement\

requirements

section

fatigue,

and

properties

toughness

hollow,

Eurocode\

state

3, material

fracture,

unatiffened

limit

regard

alternative

weldings,

welded

uerc

related

of

riveting

weldings.

jomt\

Cwrosion

of the

n,lrh

\how

butt-welded

loading.

;I \aluablc

llfc

spcci-

5

on the rules

brittle

resistance, execution

8-l

u ith

Self-piercing fatigue

been

wrfacr\.

discussed

contents

connections. and

emphasi\

topics

reliability,

39,

on

Imestigatiom

Crack initiation mechanisms steel. Qinrr. Y.R. rir~/ (‘&o~uI. .J.R. C,Ir-n,.~iofr ( 1997) 53. 12% I35

ohtamed specimen\

tempered

Laser

portion\

rules for the design of steel structures.

on the development

plo\ide\

fatigue

inverse

be

comparison

IO mm.

for

of heat

distribution.

unified European

3:

knowledge

weldings

butt

(SS)

Sd~lC~4. G.

law

the

a procedure

spectrum

the ,joining

r&ability.

produced

of AIMg3

microstructure can

heam

delayed compared

adequate

for

in

under

delayed

having

uniform

tests with

realiw

and effective

u diaphragm ol

shown

cause

toughness,

fatigue

after

have

a workpiece

temperature,

beat

specimens

controllable

of

Such

experiments

and

process.

welded

The

with

conaumed

the dynamics

depth

tempering

workpiece

period

reproducibly

influencing Al.ter

the

place

quenching

cylindrical

may

hardne\\

takes

of

incubation

AISI-4140

after ‘inverse

lower

delayed

distribution.

Bending

hardness

six

the using

of

of

phenomenon

to increase

distribution

normal

heat

the

cross-section.

with

rate,

tempering

giving

have

to

practice.

to suitable

the whole

cross-section

hardnes\

potential

marten&e,

steel,

concentration

technology,

distribution

This

related

cross-section

expression it shows

core.

same

inwrse

quenching

tempered

through

the

distribution

Experiments

of high

bars

the

is

rate.

of

(PAG)

and

hardnes?

cooling

round

in the

the It

cooling

quenching

of

of

of

on

introduced

hardness

condition.

changing

polymer

have

hardness

hardenability

quenching

discontinuous

distribution

Tamum

to normal

and

on:

on

of hardness and

fatigue

Paris‘

7 ref.

electroforming, to

Inverse hardness distribution and its influence on mechanical properties. Lkic. B.. Grubi.+ V. crud Torte& G.E. Cmfrrem: Secmrd Inrrmntionol Cotffbrerw or, Quenchiq ~/MI t/w Corrtwl of Di.\tortim, Cleveland. OH, USA (4-7 Nov. 1996) quenching,

practice.

Wohler fatigue tests on laser beam Laserstrahl-Scweissverbindungen.]. Drrhl, W. crnd Reinhold, P. Bkh Rohr-e Ptwfilr ( I996 143. 37 I-374

resistance,

ductility,

include

castings, steel?

corrosion

strength.

calculate

are decoratiw

and

include

tensile

topics

materials.

alloys.

Mechanical

Other

anode

copper

methods

discussed.

nickel

powrful

carbon

ri\eung the

rivetmg

are revlewd.

high

and

of

of

to

non-con&tam

Hexibility

intensifie\

282-287

plating

steels,

plating.

are discussed,

internal

fatigue

carbon

278-280,

high

of nickel

alloys.

low

nickel

plating

embrittlement,

properties

ateel,

engineering

nickel

applications

arc aluminium

stainless

and

of engineering yield

mentioned

nickel,

plating

and various

272, 275-276,

rewlts

loading

posihle

Self-piercing riveting-flexible sheet joining technology [Stanznieten mit Halbhohlniet.]. Voelkrwr. W.. Ho/w 0. md Liehrwlrt, t B/w/, Rob,-r Pro/i/c, ( 1996) 43. 634-636 by

95, 267-270.

is

theory

under

Self-piercing

( 1997)

eqwalcnt It

IS 5 at

and

values.

Nickel plating. DiBnri. G.A. Metal Fini.yhirq

the

between

surface

for

remaining

at

on

method.

at 606

X-ray

worked

analysis

based

agreement

irradiation

annealing

the

analysis

The

of

on cold

Sm

engineering

treatment

width

after

those

for

measurements,

tensile

heat

value

tube

to

the

after

half

than

equation

specimens. ultimate

that

and

at SOO-700°C

hardneaa

on those

cladding

were

treated tests,

temperature

15 s. Fatigue

recovery

was

room

heat

Tensile made

approximately

these

These

hardenmg

dry-out.

at

to

less than

recovered relieved

X-ray

were

term

hardness

recovered

600°C.

manufacture,

short

tests and

343°C

and

in their

simulate

Asbstracts

improved - 10%

welds

parameters,

in

with is

16 ref

fatigue the

crack

X-solutions

crack

growth

Graphs.

intenuty

propagation

factor

developed rate

numerical

wlution\

\pccimens. herein

powder data.

law

are developed

Unlike allow

whde

the X-solution\

direct retaining

integration the

\ame

for

w\er:~l

prc\cntly of

the

degree

common employed,

Par!\ of

fatigue

accuracy

I I ref.

A study on fatigue life in butt-welded joints containing surface crack under non-constant spectrum loading. Zhno, J. cmd Hucm,q, W. Internntionol Jownol of Pressurr Vcr\el.\ md Piping ( 1997) 70. 1 I I- 120

Fatigue crack growth threshold and fatigue crack growth behaviour 316LN, alloy 800 and T9I. Temo~ F. nnd Rntwrt. G. Cor2ferm P: Eurnnxrt 96, Bournemouth, UK (2 I-23 Oct. 19961

This paper discuses several methoda of calculating the fatigue life under nonconstant spectrum loading. It reaches the conclusions that a ‘cycle by cycle’

different

The

ohjectibr

of thi\

structural

paper

material\

is to determine wed

or

fatigue

ewisaged

for

crack nuclear

growth

behaviour

application\.

of

of Two