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两端固支叠合梁的有限元分析两端固支叠合梁的有限元分析
International Journal of Mechanics Research 力学研究, 2015, 4(4), 96-101
Published Online December 2015 in Hans. /journal/ijm
/10.12677/ijm.2015.44012
Finite Element Analysis of a Two-End Fixed
Laminated Beam
Fajun Guo, Dongdong Pan, Meijia Qiu, Yixin Zhao, Fuliang Mei*
College of Architecture Civil Engineering, Jiaxing University, Jiaxing Zhejiang
th th th
Received: Dec. 9 , 2015; accepted: Dec. 27 , 2015; published: Dec. 30 , 2015
Copyright © 2015 by authors and Hans Publishers Inc.
This work is licensed under the Creative Commons Attribution International License (CC BY).
/licenses/by/4.0/
Abstract
The finite element analysis of stress and displacement components for a two-end clamped lami-
nated beam subjected to a pair of concentrated forces is carried out by means of ANSYS10.0. The
distributions of stress and displacement components on different (longitudinal and transverse)
cross-sections are discussed. Results show that the distribution of bending normal stress on two
clamped sides is different from one on other transverse cross-sections. The bending normal stress
varies on the fixed sides in a robustly nonlinear fashion. It changes within most range of other
transverse cross sections in a linear way while it varies in the vicinity of interface between two
materials in a slowly nonlinear way. There is only one neutral axis on the fixed sides and the other
transverse cross sections, which resides in the same location inside the material with bigger stiff-
ness.
Keywords
Laminated Beam, Clamped End, Finite Element Analysis, Stress, Displacement
两端固支叠合梁的有限元分析
郭法俊,潘冬冬,求美佳,赵熠昕,梅甫良*
嘉兴学院建筑工程学院,浙江 嘉兴
收稿日期:2015年12月9 日;录用日期:2015年12月27 日;
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