Automatic analysis of thin-walled laminated composite sections

被引：5
|
作者：
Prokic, A. [1 ]
Lukic, D. [1 ]
Ladjinovic, Dj [2 ]
机构：
[1] Univ Novi Sad, Fac Civil Engn, Subotica 24000, Serbia
[2] Univ Novi Sad, Fac Teh Sci, Novi Sad 21000, Serbia
来源：
STEEL AND COMPOSITE STRUCTURES | 2014年 / 16卷 / 03期
关键词：
thin-walled composite beam; open section; computer program; classical lamination theory; arbitrary lamination; DYNAMIC STIFFNESS MATRIX; VIBRATION ANALYSIS; GEOMETRICAL PROPERTIES; COMPUTER-PROGRAM; BEAMS; STABILITY; ELEMENT;
D O I：
10.12989/scs.2014.16.3.233
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
In this paper a computer program is developed for the determination of geometrical and material properties of composite thin-walled beams with arbitrary open cross-section and any arbitrary laminate stacking sequence. Theory of thin-walled composite beams is based on assumptions consistent with the Vlasov's beam theory and classical lamination theory. The program is written in Fortran 77. Some numerical examples are given, with complete information about input and output.
引用
收藏
页码：233 / 252
页数：20
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