Elastic Solution of Orthotropic Plate with Shear Force

机译：具有剪切力的正交板的弹性溶液

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The elastic solution of ordinary stress boundary problem is discussed for the orthotropic materials. Essential equations of linear elastic mechanics are determined and solved by using complex variable method. By constructing new stress functions, the mechanic analysis of the orthotropic plate with shear force is carried out. The general expressions of the stress fields are given finally.

机译：讨论了正交材料的普通应力边界问题的弹性溶液。通过使用复杂的可变方法确定和解决线性弹性力学的基本方程。通过构建新的应力功能，进行具有剪切力的正交板的机械分析。最后给出了应力场的一般表达式。

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《International Forum on Electrical Engineering and Automation》|2020年|207-211|共5页
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作者
Yongyong Suo; Purong Jia; Long Zhang; Gang Wang;
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Electrical engineering; Automation; Force; Genetic expression; Stress;

机译：电气工程;自动化;力;遗传表达;压力;

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1. Elastic-plastic analytical solution for centric crack loaded by two pairs of point shear forces in finite plate [J] . ZHOU Xiao-ping, LING Tong-hua Transactions of Nonferrous Metals Society of China . 2006,第5期

机译：有限平板中两对点剪力作用下中心裂纹的弹塑性解析解
2. Elastic-plastic analytical solution for centric crack loaded by two pairs of point shear forces in finite plate [J] . ZHOU Xiao-ping, LING Tong-hua 中国有色金属学报（英文版） . 2006,第005期

机译：有限平板中两对点剪力加载的中心裂纹弹塑性解析解
3. Buckling of sandwich plates with FG-CNT-reinforced layers resting on orthotropic elastic medium using Reddy plate theory [J] . Shokravi Maryam Steel & Composite Structures: An International Journal . 2017,第6期

机译：使用雷德板理论依赖于正交弹性介质的FG-CNT加强层夹带夹层板
4. Nonuniform Shear Deformable Axisymmetric Orthotropic Circular Plates Resting on a Two-Parameter Elastic Foundation Solved using the DQEM with a DO Model [C] . C.N. Chen International conference on computational structures technology;CST 2010 . 2011

机译：基于DO模型的DQEM求解的基于两参数弹性地基的非均匀剪切可变形轴对称正交异性圆板
5. Elastic bending moment and shear force limit states of steel bridge plate girders considering fatigue crack growth. [D] . Mendes, Sebastian B. 2014

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6. Lateral Shear Forces Applied to Cells with Single Elastic Micropillars to Influence Focal Adhesion Dynamics [O] . Patrick Heil, Joachim P Spatz -1

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7. ELASTIC ANALYSIS OF FRAMED SHEAR WALLS BY ASSUMING THEIR INFILLED PANEL WALLS TO BE 45-DEGREE ORTHOTROPIC PLATES PART I : Analysis of Single-span Shear Walls [O] . MASAHIDE TOMII, TEISUKE SUEOKA, HISAHIRO HIRAISHI 1979

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Elastic Solution of Orthotropic Plate with Shear Force

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