Gao Rongyu, Sheng Hongyu. MIXED VARIATIONAL SOLUTIONS OF TRANSVERSE ISOTROPIC FOUNDATION PLATES WITH ARBITRARY THICKNESS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 40-43. doi: 10.13204/j.gyjz200410012
Citation:
Gao Rongyu, Sheng Hongyu. MIXED VARIATIONAL SOLUTIONS OF TRANSVERSE ISOTROPIC FOUNDATION PLATES WITH ARBITRARY THICKNESS[J]. INDUSTRIAL CONSTRUCTION , 2004, 34(10): 40-43. doi: 10.13204/j.gyjz200410012
Gao Rongyu, Sheng Hongyu. MIXED VARIATIONAL SOLUTIONS OF TRANSVERSE ISOTROPIC FOUNDATION PLATES WITH ARBITRARY THICKNESS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 40-43. doi: 10.13204/j.gyjz200410012
Citation:
Gao Rongyu, Sheng Hongyu. MIXED VARIATIONAL SOLUTIONS OF TRANSVERSE ISOTROPIC FOUNDATION PLATES WITH ARBITRARY THICKNESS[J]. INDUSTRIAL CONSTRUCTION , 2004, 34(10): 40-43. doi: 10.13204/j.gyjz200410012
MIXED VARIATIONAL SOLUTIONS OF TRANSVERSE ISOTROPIC FOUNDATION PLATES WITH ARBITRARY THICKNESS
1.
1. Department of Civil Engineering,Anhui Institute of Architecture &Industry Hefei 230022;
2.
2. School of Civil Engineering,Hefei University of Technology Hefei 230009
Received Date: 2004-05-19
Publish Date:
2004-10-20
Abstract
According to the stress and displacement variational principles, the mixed variational equations are established,from which the state equation is obtained .Thus, the theory of state space is combined with variational solution .The foundation reaction as non-independent state variable is introduced in the expression of state equation, and the variational solutions are presented for transverse isotropic foundation plates with arbitrary thickness.Numerical results are compared with exact solutions, whose result is satisfactory .
References
[2] 范家让,盛宏玉.任意厚度叠层板的变分解.安徽建筑工业学院学报,1997,5(3):6~12
范家让.强厚度叠层板壳的精确理论.北京:科学出版社,1998
[3] Sheng Hongyu. Thick Laminated Circular Plate on Elastic Foundation Subjected to a Concentrated Load. Structural Engineering and Mechanics,2000,10(5) :441~449
[4] 高荣誉.弹性地基上任意厚度叠层板的弯曲问题.建筑结构,2001,31(4):27~30
[5] 高荣誉,范家让.强厚度横观各向同性地基板的精确解.安徽建筑工业学院学报,1996,5(3):10~16
[6] 钱伟长.变分法和有限元.北京:科学出版社,1990
Relative Articles
[1] ZHANG Fuhai, HUANG Zhenqing, SONG Yongping, CHEN Yu. Mesoscopic Study on Mutual-Embedded Settlement of Miscellaneous Fill Foundation Based on Particle Flows [J]. INDUSTRIAL CONSTRUCTION, 2025, 55(2): 187-194. doi: 10.3724/j.gyjzG22112816
[4] Zeng Xiangyong, Wu Xiaowei, Liu Xiaobo. ELEMENT-FREE GALERKIN METHOD FOR NUMERICAL ANALYSIS OF CIRCULAR MINDLIN PLATE BENDING ON A WINKLER FOUNDATION [J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 78-81,86. doi: 10.13204/j.gyjz201202018
[5] Huang Ming, Zhang Xudong. TEST STUDY ON THE CREEP PROPERTIES OF T_2b~2 SILTITE IN DIFFERENT MOISTURE STATES [J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 77-81,85. doi: 10.13204/j.gyjz201101019
[6] Qin Weizu. EFFECT OF REDUCTIONISM SCIENTIFIC THOUGHTS ON CONCRETE TECHNOLOGY DEVELOPMENT [J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 111-115. doi: 10.13204/j.gyjz201011027
[7] Shang Renjie, Wu Zhuanqin, Li Peixun. ORTHOTROPIC CHARACTERS OF A CAST-IN-SITU CONCRETE HOLLOW PLATE AND THE CALCULATION METHOD OF AN EQUIVALENT ISOTROPIC PLATE [J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 72-75,93. doi: 10.13204/j.gyjz200902010
[8] Ai Zhiyong, Mei Amin. ASYMMETRIC CONSOLIDATION OF MULTI-LAYERED SOILS WITH ANISOTROPIC PERMEABILITY [J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 58-62. doi: 10.13204/j.gyjz200811015
[9] Zhou Xiaoyi, Deng Anfu, Zheng Bing. NUMERICAL MANIFOLDMETHOD OF MODERATELY THICK PLATE ANALYSIS OF ELASTIC FOUNDATION [J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 65-68,122. doi: 10.13204/j.gyjz200801016
[10] Lei Qingguan, Wang Jianguo, Shen Xiaopu. DYNAMIC RESPONSES OF PLATES ON ELASTIC FOUNDATION BY MULTIVARIABLE SPLINE STATE SPACE PRECISION METHOD [J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 62-65,22. doi: 10.13204/j.gyjz200701016
[11] Mei Fu-liang. INCREMENT-DIMENSIONAL PRECISE INTEGRATION METHOD FOR THE THERMAL STRESS OF CONCRETE PLATES ON NONLINEAR CONSTRAINT FOUNDATIONS [J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 93-95. doi: 10.13204/j.gyjz200712022
[12] Zhu Yanzhi, Wang Junlin. NUMERICAL SIMULATION OF ELASTOPLASTIC SEISMIC RESPONSE FOR COMPOSITE FOUNDATION TAKING ACCOUNT OF ANISOTROPY [J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 45-48,10. doi: 10.13204/j.gyjz200506013
[13] Hu Yuchen, Yang Feng. ANALYSIS OF TRANSVERSE ISOTROPIC LAYERED FOUNDATION UNDER AXISYMMETRIC LOAD [J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 44-46. doi: 10.13204/j.gyjz200410013
Proportional views
Created with Highcharts 5.0.7 Amount of access Chart context menu Abstract Views, HTML Views, PDF Downloads Statistics Abstract Views HTML Views PDF Downloads 2024-05 2024-06 2024-07 2024-08 2024-09 2024-10 2024-11 2024-12 2025-01 2025-02 2025-03 2025-04 0 1 2 3 4
Created with Highcharts 5.0.7 Chart context menu Access Class Distribution FULLTEXT : 18.5 % FULLTEXT : 18.5 % META : 81.5 % META : 81.5 % FULLTEXT META
Created with Highcharts 5.0.7 Chart context menu Access Area Distribution 其他 : 14.8 % 其他 : 14.8 % 北京 : 3.7 % 北京 : 3.7 % 张家口 : 7.4 % 张家口 : 7.4 % 芒廷维尤 : 59.3 % 芒廷维尤 : 59.3 % 西宁 : 14.8 % 西宁 : 14.8 % 其他 北京 张家口 芒廷维尤 西宁