DYNAMIC BEHAVIOR OF IDEAL FIBER-REINFORCED RIGID-PLASTIC BEAMS

被引：11

作者：

JONES, N ^{[1
]}

机构：

[1] MIT,DEPT OCEAN ENGN,CAMBRIDGE,MA 02139

来源：

JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME | 1976年 / 43卷 / 02期

关键词：

Dynamic loads - Dynamics;

D O I：

10.1115/1.3423832

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

Theoretical solutions are developed herein for the dynamic plastic structural response of some ideal fibre-reinforced (strongly anisotropic) beams with boundary conditions and external dynamic loadings which can be reproduced easily and reliably in a laboratory. The theoretical behavior of these beams is also compared to the corresponding dynamic response of beams which are made from a rigid perfectly plastic isotropic material. Generally speaking, it appears that the permanent transverse deflections and response durations of ideal fibre-reinforced beams loaded dynamically are less than the corresponding values for similar rigid perfectly plastic isotropic beams. © 1976 by ASME.

引用

页码：319 / 324

页数：6

共 14 条

[1]

BODNER SR, 1962, T ASME E, V84, P719

[2] STRESS CHANNELING IN TRANSVERSELY ISOTROPIC ELASTIC COMPOSITES [J].

EVERSTINE, GC ;

PIPKIN, AC .

ZEITSCHRIFT FUR ANGEWANDTE MATHEMATIK UND PHYSIK, 1971, 22 (05) :825-+

[3]

EVERSTINE GC, 1973, T ASME E, V95, P518

[4]

EZRA AA, 1958, 3 P US NAT C APPL ME, P513

[5]

Gradshteyn I. S., 1980, TABLES OF INTEGRALS

[6]

HOPKINS HG, 1973, MEM P MANCHESTER LIT, V116, P77

[7]

JOHNSON W, 1972, IMPACT STRENGTH MATE

[8]

JONES N, 1975, MIT7510 DEP OC ENG R

[9]

Jones N., 1975, SHOCK VIBRATION DIGE, V7, P89, DOI [10.1177/058310247500700809, DOI 10.1177/058310247500700809]

[10]

Parkes EW, 1958, P I CIVIL ENG, V10, P277, DOI [10.1680/iicep.1958.2037, DOI 10.1680/IICEP.1958.2037]

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