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CLC number: O343.2
On-line Access: 2024-08-27
Received: 2023-10-17
Revision Accepted: 2024-05-08
Crosschecked: 0000-00-00
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The analytical solutions for orthotropic cantilever beams (I): Subjected to surface forces
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JIANG Ai-min, DING Hao-jiang. The analytical solutions for orthotropic cantilever beams (I): Subjected to surface forces[J]. Journal of Zhejiang University Science A, 2005, 6(2): 126-131.
@article{title="The analytical solutions for orthotropic cantilever beams (I): Subjected to surface forces",
author="JIANG Ai-min, DING Hao-jiang",
journal="Journal of Zhejiang University Science A",
volume="6",
number="2",
pages="126-131",
year="2005",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.2005.A0126"
}
%0 Journal Article
%T The analytical solutions for orthotropic cantilever beams (I): Subjected to surface forces
%A JIANG Ai-min
%A DING Hao-jiang
%J Journal of Zhejiang University SCIENCE A
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%P 126-131
%@ 1673-565X
%D 2005
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.2005.A0126
TY - JOUR
T1 - The analytical solutions for orthotropic cantilever beams (I): Subjected to surface forces
A1 - JIANG Ai-min
A1 - DING Hao-jiang
J0 - Journal of Zhejiang University Science A
VL - 6
IS - 2
SP - 126
EP - 131
%@ 1673-565X
Y1 - 2005
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.2005.A0126
Abstract: This paper first gives the general solution of two-dimensional orthotropic media expressed with two harmonic displacement functions by using the governing equations. Then, based on the general solution in the case of distinct eigenvalues, a series of beam problems, including the problem of cantilever beam under uniform loads, cantilever beam with axial load and bending moment at the free end, cantilever beam under the first, second, third and fourth power of x tangential loads, is solved by the superposition principle and the trial-and-error methods.
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