Fatigue and fracture simulation of welded bridge details through a bi-linear crack growth law-Reference-Cited by-同舟云学术

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Fatigue and fracture simulation of welded bridge details through a bi-linear crack growth law

Published:2004-04 Issue:2 Volume:26 Page:141-158
ISSN:0167-4730
Container-title:Structural Safety
language:en
Short-container-title:Structural Safety

Author:

Righiniotis Timothy D.,Chryssanthopoulos Marios K.

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference39 articles.

1. Whole-life performance based assessment of highway structures: proposed procedure;Das,1997

2. Time-varying reliability model of steel girder bridges;Park;Proc Instn Civ. Engrs, Structs & Bldgs,1998

3. Assessment, inspection and monitoring of steel bridge components for fatigue effects,1999

4. Applications of probabilistic fracture mechanics to offshore structures;Kirkemo;Appl Mech Rev.,1988

5. Probability based fatigue inspection planning,1992

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