The volume-based Strain Energy Density approach applied to static and fatigue strength assessments of notched and welded structures

被引:22
|
作者
Berto, Filippo [1 ]
Lazzarin, Paolo [1 ]
机构
[1] Univ Padua, Dept Management & Engn, I-36100 Vicenza, Italy
来源
MESOMECHANICS 2009 | 2009年 / 1卷 / 01期
关键词
Strain Energy Density; control radius; finite size volume; notch; welded joints; brittle fracture; FAILURE CRITERIA; STRESS; JOINTS;
D O I
10.1016/j.proeng.2009.06.036
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
A large bulk of experimental data from static tests of sharp and blunt V-notches and from fatigue tests of welded joints are presented in an unified way by using the mean value of the Strain Energy Density (SED) over a given finite-size volume surrounding the highly stressed regions. When the notch is blunt, the control area assumes a crescent shape and R-0 is its width as measured along the notch bisector line. In plane problems, when cracks or pointed V-notches are considered, the volume becomes a circle or a circular sector, respectively, with R-0 being their radius. R-0 depends on material fracture toughness, ultimate tensile strength and Poisson's ratio in the case of static loads; it depends on the fatigue strength Delta sigma(A) of the butt ground welded joints and the Notch Stress Intensity Factor (NSIF) range Delta K-1 in the case of welded joints under high cycle fatigue loading (with Delta sigma(A) and Delta K-1 valid for 5x10(6) cycles). Dealing with static tests, about nine hundred experimental data as taken from the recent literature are involved in the synthesis. The strong variability of the non-dimensional radius R/R-0, ranging from about zero to about 1000, makes the check of the approach based on the mean value of the SED severe. In parallel, dealing with welded joints, nine hundred experimental data are here summarised in terms of the local SED. (C) 2009 Elsevier B.V. All rights reserved
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页码:155 / 158
页数:4
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