PLANE-STRAIN FORMULATION OF ELASTIC - PLASTIC CONSTITUTIVE LAWS

被引：5

|

作者：

CORRADI, L

GIODA, G

机构：

来源：

JOURNAL OF STRUCTURAL MECHANICS | 1979年 / 7卷 / 03期

关键词：

D O I：

10.1080/03601217908905324

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

引用

收藏

页码：325 / 364

页数：40

相关论文

共 50 条

[1] A PLANE-STRAIN FORMULATION OF THE ELASTIC-PLASTIC CONSTITUTIVE LAW FOR HARDENING VON MISES MATERIALS
CAPSONI, A
CORRADI, L
[J]. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1995, 32 (23) : 3515 - 3531
[2] ON THE FORMULATION OF PLANE-STRAIN PROBLEMS FOR ELASTIC PERFECTLY-PLASTIC MEDIUM
GAO, YC
HWANG, KC
[J]. INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE, 1983, 21 (07) : 765 - 780
[3] ELASTIC-PLASTIC PLANE-STRAIN ANALYSIS OF COMPRESSIBLE MATERIALS
FAN, H
WIDERA, GEO
[J]. JOURNAL OF PRESSURE VESSEL TECHNOLOGY-TRANSACTIONS OF THE ASME, 1987, 109 (03): : 357 - 358
[4] DISCONTINUOUS BIFURCATIONS OF ELASTIC PLASTIC SOLUTIONS AT PLANE-STRESS AND PLANE-STRAIN
RUNESSON, K
OTTOSEN, NS
PERIC, D
[J]. INTERNATIONAL JOURNAL OF PLASTICITY, 1991, 7 (1-2) : 99 - 121
[5] ELASTIC-PLASTIC PLANE-STRAIN SOLUTIONS WITH SEPARABLE STRESS FIELDS
BOGY, DB
[J]. MECHANICAL ENGINEERING, 1969, 91 (11): : 75 - &
[6] An analysis of the plane-strain bending of an orthotropic sheet in the elastic/plastic range
Chakrabarty, J
Lee, WB
Chan, KC
[J]. JOURNAL OF MATERIALS PROCESSING TECHNOLOGY, 2000, 104 (1-2) : 48 - 52
[7] A constitutive model for clays and plastic silts in plane-strain earthquake engineering applications
Boulanger, Ross W.
Ziotopoulou, Katerina
[J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2019, 127
[8] ELASTIC-PLASTIC PLANE-STRAIN SOLUTIONS WITH SEPARABLE STRESS FIELDS
BOGY, DB
[J]. JOURNAL OF APPLIED MECHANICS, 1969, 36 (03): : 528 - &
[9] An improved plane strain/plane stress peridynamic formulation of the elastic-plastic constitutive law for von Mises materials
Asgari, Mojtaba
Kouchakzadeh, Mohammad Ali
[J]. ENGINEERING WITH COMPUTERS, 2024, 40 (04) : 2127 - 2142
[10] PLANE-STRAIN CONSTITUTIVE-EQUATIONS FOR SOILS
HARDIN, BO
[J]. JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1983, 109 (03): : 388 - 407

← 1 2 3 4 5 →