DISPLACEMENT INCREMENTATION IN NONLINEAR STRUCTURAL-ANALYSIS BY SELF-CORRECTING METHOD

被引：61

作者：

HAISLER, WE

STRICKLIN, JA

KEY, JE

机构：

[1] TEXAS A&M UNIV,DEPT VET PHYSIOL,COLLEGE STN,TX 77843

[2] NASA,GEORGE C MARSHALL SPACE FLIGHT CTR,HUNTSVILLE,AL 35812

来源：

关键词：

D O I：

10.1002/nme.1620110103

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

引用

页码：3 / 10

页数：8

共 17 条

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[5] HANGAI Y, 1972, ADV COMPUTATIONAL ME
[6] Lock AC, 1972, MATHEMATICS FINITE E, P483
[7] MATSUI T, 1976, INT J NUMER METH ENG, V10, P145
[8] PIAN THH, 1971, HIGH SPEED COMPUTING, V1, P43
[9] STATIC PERTURBATION TECHNIQUE IN BUCKLING PROBLEMS
SEWELL, MJ
[J]. JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 1965, 13 (04) : 247 - &
[10] NONLINEAR FINITE-ELEMENT ANALYSIS OF SANDWICH SHELLS OF REVOLUTION
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POPOV, EP
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