CURVATURE OF A CANTILEVER BEAM SUBJECTED TO AN EQUI-BIAXIAL BENDING MOMENT

机译：悬臂梁在等双轴弯曲弯矩作用下的曲率

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Results from a finite element analysis of a cantilever beam subjected to an equi-biaxial bending moment demonstrate that the biaxial modulus E/(1-v) must be used even for narrow beams.

机译：悬臂梁在等双轴弯矩作用下的有限元分析结果表明，即使对于窄梁，也必须使用双轴模量E /（1-v）。

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来源
《Microelectromechanical structures for materials research》|1998年|67-72|共6页
会议地点 San Francisco CA(US)
作者
P. KRULEVITCH; G.C. JOHNSON;
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作者单位

Lawrence Livermore National Laboratory, Center for Microtechnology, P.O. Box 808, L-222, Livermore, CA 94551;

University of California, Berkeley, Department of Mechanical Engineering, Berkeley, CA 94720;

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原文格式 PDF
正文语种 eng
中图分类结构;材料;
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机译：受等等双轴弯矩影响的悬臂梁的曲率

CURVATURE OF A CANTILEVER BEAM SUBJECTED TO AN EQUI-BIAXIAL BENDING MOMENT

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