DYNAMIC-RESPONSE OF ELASTIC RODS SUBJECTED TO UNIFORMLY DISTRIBUTED, TANGENTIAL FOLLOWER FORCES

被引：4

作者：

AFAGH, FF ^{[1
]}

LEIPHOLZ, HHE ^{[1
]}

机构：

[1] UNIV WATERLOO,DEPT CIVIL ENGN,WATERLOO N2L 3G1,ONTARIO,CANADA

来源：

INGENIEUR ARCHIV | 1990年 / 60卷 / 03期

关键词：

Beams and Girders - Elasticity - Dynamics - Mathematical Techniques - Boundary Value Problems - Structural Design - Dynamic Response;

D O I：

10.1007/BF00539586

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

This paper treats the solution of separable non-selfadjoint initial-boundary-value problems using Green's function approach. Specifically, the dynamic response of an isotropic, homogeneous and linearly elastic clamped-free rod when perturbed by a time varying driving force and under constant uniformly distributed tangential follower forces is determined. © 1990 Springer-Verlag.

引用

页码：165 / 175

页数：11

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