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.
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页码：165 / 175
页数：11
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