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楔形变截面梁单元力学模型的研究
引用本文:赵斌,王正中.楔形变截面梁单元力学模型的研究[J].钢铁研究,2002,30(5):28-30.
作者姓名:赵斌  王正中
作者单位:西北农林科技大学
摘    要:根据对变截面杆件的研究,建立了一种宽度自适应的变截面梁单元模型,并用能量法导出了楔形变截面梁单元的刚度矩阵。

关 键 词:楔形变截面  梁单元  刚度矩阵  变截面梁  力学模型  能量法  变截面杆件  宽度

STUDY ON A MECHANICAL MODEL OF WEDGE-SHAPED ELEMENTS
Zhao Bin,Wang Zhengzhong.STUDY ON A MECHANICAL MODEL OF WEDGE-SHAPED ELEMENTS[J].Research on Iron and Steel,2002,30(5):28-30.
Authors:Zhao Bin  Wang Zhengzhong
Affiliation:Northwestern Science-Technology University of Agriculture and Forestry
Abstract:This paper established a width self-adapted model for wedge-shaped elements based on a mechanical analysis of wedge-shaped beams. Besides, the rigid matrix of wedge-shaped elements is derived using the energy conservation theory.
Keywords:wedge-shaped beam elements  rigid matrix  model
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