EXTERNAL CIRCULAR CRACK UNDER NORMAL LOAD - A COMPLETE SOLUTION

被引：19

作者：

FABRIKANT, VI ^{[1
]}

RUBIN, BS ^{[1
]}

KARAPETIAN, EN ^{[1
]}

机构：

[1] HEBREW UNIV JERUSALEM, DEPT MATH, IL-91904 JERUSALEM, ISRAEL

来源：

JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME | 1994年 / 61卷 / 04期

关键词：

Circular cracks - Complete solutions - Concentrated loading - Displacements and stress - Elastic space - Elementary function - Normal loading - Transversely isotropic;

D O I：

10.1115/1.2901561

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

For the first time, a complete solution in terms of elementary functions is given to the problem of a transversely isotropic elastic space weakened by an external circular crack and subjected to arbitrary normal loading applied symmetrically to both crack faces. A complete field of displacements and stresses due to a concentrated loading is given for both transversely isotropic and purely isotropic cases. The method of solution is based on the results published earlier by the first author.

引用

页码：809 / 814

页数：6

共 7 条

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[4]

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JOURNAL OF APPLIED MECHANICS, 1965, 32 (02) :411-&

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