期刊文献+

Galerkin solution of Winkler foundation-based irregular Kirchhoff plate model and its application in crown pillar optimization 被引量:13

Galerkin solution of Winkler foundation-based irregular Kirchhoff plate model and its application in crown pillar optimization
下载PDF
导出
摘要 Irregular plates are very common structures in engineering,such as ore structures in mining.In this work,the Galerkin solution to the problem of a Kirchhoff plate lying on the Winkler foundation with two edges simply supported and the other two clamped supported is derived.Coordinate transformation technique is used during the solving process so that the solution is suitable to irregular shaped plates.The mechanical model and the solution proposed are then used to model the crown pillars between two adjacent levels in Sanshandao gold mine,which uses backfill method for mining operation.After that,an objective function,which takes security,economic profits and filling effect into consideration,is built to evaluate design proposals.Thickness optimizations for crown pillars are finally conducted in both conditions that the vertical stiffness of the foundation is known and unknown.The procedure presented in the work provides the guidance in thickness designing of complex shaped crown pillars and the preparation of backfill materials,thus to achieve the best balance between security and profits. Irregular plates are very common structures in engineering,such as ore structures in mining.In this work,the Galerkin solution to the problem of a Kirchhoff plate lying on the Winkler foundation with two edges simply supported and the other two clamped supported is derived.Coordinate transformation technique is used during the solving process so that the solution is suitable to irregular shaped plates.The mechanical model and the solution proposed are then used to model the crown pillars between two adjacent levels in Sanshandao gold mine,which uses backfill method for mining operation.After that,an objective function,which takes security,economic profits and filling effect into consideration,is built to evaluate design proposals.Thickness optimizations for crown pillars are finally conducted in both conditions that the vertical stiffness of the foundation is known and unknown.The procedure presented in the work provides the guidance in thickness designing of complex shaped crown pillars and the preparation of backfill materials,thus to achieve the best balance between security and profits.
出处 《Journal of Central South University》 SCIE EI CAS CSCD 2016年第5期1253-1263,共11页 中南大学学报(英文版)
基金 Project (51504044) supported by the National Natural Science Foundation of China Project (14KF05) supported by the Research Fund of the State Key Laboratory of Coal Resources and Mine Safety(CUMT),China Project (2015CDJXY) supported by the Fundamental Research Funds for the Central Universities,China Project (2015M570607) supported by Postdoctoral Science Foundation Project (2011DA105287-MS201503) supported by the Independent Subject of State Key Laboratory of Coal Mine Disaster Dynamics and Control,China
关键词 irregular kirchhoff plate Galerkin method backfill mining crown pillars thickness optimization 基尔霍夫 伽辽金 板模型 应用 优化 顶柱 解法 地基
  • 相关文献

参考文献33

  • 1OU D Y, MAK C M, KONG P R. Free flexural vibration analysis of stiffened plates with general elastic boundary supports[J]. World Journal of Modelling and Simulation, 2012, 8(2): 96-102.
  • 2KHOV H, LI W L, GIBSON R F. An accurate solution method for the static and dynamic deflections of orthotropic plates with general boundary conditions[J]. Composite Structures, 2009, 90(4): 474-481.
  • 3QUINTANA M V, NALLIM L G. A general Ritz formulation for the free vibration analysis of thick trapezoidal and triangular laminated plates resting on elastic supports[J]. International Journal of Mechanical Sciences, 2013, 69: 1-9.
  • 4SAADATPOUR M M, AZHARI M. The Galerkin method for static analysis of simply supported plates of general shape[J]. Computers & Structures, 1998,69(1): 1-9.
  • 5CHEUNG Y K, THAM L Q LI W Y Free vibration and static analysis of general plate by spline finite strip[J]. Computational Mechanics, 1988, 3(3): 187-197.
  • 6KANG S W, ATLURI S N. Free vibration analysis of arbitrarily shaped polygonal plates with simply supported edges using a sub-domain method[J]. Journal of Sound and Vibration, 2009, 327(3): 271-284.
  • 7LI W L, ZHANG X, DU J, LIU I. An exact series solution for the transverse vibration of rectangular plates with general elastic boundary supports[J]. Journal of Sound and Vibration, 2009, 321(1): 254-269.
  • 8CATANIA G, SORRENTINO S. Spectral modeling of vibrating plates with general shape and general boundary conditions [J]. Journal of Vibration and Control, 2011: 1077546311426593.
  • 9Jisong Shi Wen Chen Chanyuan Wang.FREE VIBRATION ANALYSIS OF ARBITRARY SHAPED PLATES BY BOUNDARY KNOT METHOD[J].Acta Mechanica Solida Sinica,2009,22(4):328-336. 被引量:4
  • 10LIU F L, LIEW K M. Differential cubature method for static solutions of arbitrarily shaped thick plates[J]. International Journal of Solids and Structures, 1998, 35(28): 3655-3674.

二级参考文献24

共引文献17

同被引文献102

引证文献13

二级引证文献17

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部