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双剪正交和非正交滑移线场理论
引用本文:俞茂宏,刘敛宇.双剪正交和非正交滑移线场理论[J].西安交通大学学报,1994,28(2):121-126.
作者姓名:俞茂宏  刘敛宇
作者单位:秦川机械厂科研所,深圳建筑设计院
摘    要:由双剪应力屈服准则(1961)和双剪强度理论(1983)为基础提出并推导了一个新的双剪正交和非正交滑移场理论。现有的在机械工程、土木工程和岩土工程应用的各种滑移线场理论论均可作为双剪滑移线场理论的特例。研究结果与作者以前取得的实验结果相比较,两者甚为吻合。

关 键 词:滑移线场  强度  双剪强度  工程力学

ONTHORONAL AND NON -ORTHORONAL SLIP LINE THEORY ON THE BASIS OF TWIN SHEAR STRENGTH THEORY
Yu Maohong,Liu Jianyu,Liu Chunyang,Ma Guouwei.ONTHORONAL AND NON -ORTHORONAL SLIP LINE THEORY ON THE BASIS OF TWIN SHEAR STRENGTH THEORY[J].Journal of Xi'an Jiaotong University,1994,28(2):121-126.
Authors:Yu Maohong  Liu Jianyu  Liu Chunyang  Ma Guouwei
Institution:Department of Civil Engineering
Abstract:The twin shear strength theory of Yu Maohong is generalized to the theory of slip line field in thispaper.The twin shear strength theory includes the twin shear stress yield criterion proposed by Yu in1961 and the generalized twin shear theory proposed by Yu in 1983.Based on the twin shear strengththeory,a new twin shear orthogonal and non-orthogonal slip line theory are proposed and introduced,The well-known sllp line theories used in the mechanical,civil and geotechnical engineering are thespecial cases of this twin shear non-orthogonal slip line theory,The comparisons between the twinshear slip line theory and the authors'experimental data show a satisfactory agreement.
Keywords:slip-line field strength theory  yield line method /twin shear strength theory
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