|本期目录/Table of Contents|

[1]周朝阳,欧阳珠子,李明.平行圆管空心双向板的超级有限元分析[J].建筑科学与工程学报,2007,24(02):68-73.
　ZHOU Chao-yang,OUYANG Zhu-zi,LI Ming.Super Finite Element Analysis for Two-way Voided Slabs with Paralleled Circle-tubes[J].Journal of Architecture and Civil Engineering,2007,24(02):68-73.
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
24卷
期数:
2007年02期
页码:
68-73
栏目:
出版日期:
2007-06-20

文章信息/Info

Title:
Super Finite Element Analysis for Two-way Voided Slabs with Paralleled Circle-tubes
作者:
周朝阳，欧阳珠子，李明
中南大学 土木建筑学院,湖南 长沙 410075
Author(s):
ZHOU Chao-yang, OUYANG Zhu-zi, LI Ming
School of Civil Engineering and Architecture, Central South University, Changsha 410075, Hunan, China
关键词:
超级有限元;  平行圆管空心双向板;  简化分析;  转换矩阵
Keywords:
super finite element;  two-way voided slab with paralleled circle-tube;  simplified analysis;  transition matrix
分类号:
TU378.5
DOI:
-
文献标志码:
A
摘要:
针对平行圆管空心双向板采用普通有限元方法进行分析特别耗时,甚至可能无法用计算机求解的问题,将超级有限元的基本思想和方法应用于这种结构的分析中,以达到简化计算的目的。采用考虑横向剪切变形影响的八节点平壳单元作为超级单元,以八节点三维实体等参数单元为子单元,给出了各自的位移模式及位移转换矩阵,并编制了相应的计算程序,对不同跨度、边长比和边界条件的空心板进行了超级有限元分析和普通有限元分析,通过对比上述2种方法的挠度计算结果,证明了超级有限元方法的简便实用性。
Abstract:
The two-way voided slabs with paralleled circle-tubes were increasingly applied in the floors of house building. Analyses of such slabs by the regular finite element method(FEM)were extremely time-consuming and sometimes could not work out solution if personal computer was used. The basic principle and method of super finite element had been adopted for analysis of such voided slabs structure so as to simplify calculation. Eight-node flat shell element with the effect of transversal shear deformation was selected as super-element and 3-D eight-node isoparametric solid element as sub-element. Their displacement modes and displacement transition matrix were presented and the relevant computing program was compiled. Voided slabs cases with different spans, length ratios and boundary conditions were computed by using super FEM and regular FEM respectively. Comparison between results of deflection from two methods shows that the super FEM is simple and practical.

参考文献/References:

[1] 周 庆,邹银生.现浇混凝土空心楼盖受力特性研究[J].建筑科学与工程学报,2005,22(4):57-60. ZHOU Qing,ZOU Yin-sheng.Research on Force Resistance Properties of Cast-in-situ Hollow Concrete Floor[J].Journal of Architecture and Civil Engineering,2005,22(4):57-60.
[2]楼文娟,卢 旦,孙炳楠.风致内压及其对屋盖结构的作用研究现状评述[J].建筑科学与工程学报,2005,22(1):76-82. LOU Wen-juan,LU Dan,SUN Bing-nan.Review of Wind-induced Internal Pressure and Its Effects on Roof Structures[J].Journal of Architecture and Civil Engineering,2005,22(1):76-82.
[3]吴方伯,汪幼林,周绪红,等.混凝土密肋空心楼盖试验研究[J].建筑科学与工程学报,2006,23(1):59-62. WU Fang-bo,WANG You-lin,ZHOU Xu-hong,et al.Experimental Research on Hollow-ribbed Concrete Floor[J].Journal of Architecture and Civil Engineering,2006,23(1):59-62.
[4]周朝阳,郑坤龙,李 明.成排侧开圆孔受弯构件的应力简化和刚度等效[J].中南大学学报:自然科学版,2005,36(6):1 089-1 093. ZHOU Chao-yang,ZHENG Kun-long,LI Ming.Simplification of Longitudinal Stresses Calculation and Equivalence of Flexural Stiffness for Members with Lateral Circle Perforations[J].Journal of Central South University:Natural Science,2005,36(6):1 089-1 093.
[5]肖志斌,唐锦春.大跨板片空间结构的超级有限元分析[J].计算结构力学及其应用,1994,11(4):416-419. XIAO Zhi-bin,TANG Jin-chun.Static Analysis of Large-span Thin-plate Composite Structure by Super Finite Element[J].Chinese Journal of Computational Mechanics,1994,11(4):416-419.
[6]黄 勇,马克俭,陈 波.多层空腹夹层板柱结构的动力特性研究[J].建筑结构学报,2000,21(3):23-29. HUANG Yong,MA Ke-jian,CHEN Bo.The Study of Dynamic Behavior for Multi-storied Vierendeel Sandwich Plate-column Structure[J].Journal of Building Structures,2000,21(3):23-29.
[7]曹志远.复杂结构分析的超级元法[J].力学与实践,1992,14(4):10-14. CAO Zhi-yuan.Super Element Method for Complex Structure Analysis[J].Mechanics and Practice,1992,14(4):10-14.
[8]曹志远.空间结构分析的超级有限元法[J].空间结构,1995,1(1):24-28. CAO Zhi-yuan.Super Finite Element Method for Spatial Structure Analysis[J].Spatial Structures,1995,1(1):24-28.
[9]周汉斌,曹志远.超级有限元法在桁架组合结构分析中的应用[J].上海力学,1993,14(3):31-36. ZHOU Han-bin,CAO Zhi-yuan.The Application of Super Finite Element Method in the Analysis of Truss Composite Structure[J].Mechanics of Shanghai,1993,14(3):31-36.
[10]孟 海,姚谦峰,黄 炜.密肋复合墙体弹性刚度试验及计算分析[J].建筑科学与工程学报,2006,23(3):14-20. MENG Hai,YAO Qian-feng,HUANG Wei.Analysis of Experiment and Calculation of Elastic Rigidity of Multi-rib Slab Composite Wall[J].Journal of Architecture and Civil Engineering,2006,23(3):14-20.
[11]周绪红,张微伟,吴方伯,等.预应力混凝土四边简支双向叠合板的设计方法[J].建筑科学与工程学报,2006,23(4):54-57. ZHOU Xu-hong,ZHANG Wei-wei,WU Fang-bo,et al.Design Method of Prestressed Concrete Simply Supported on Four Sides of Two-way Composite Slab[J].Journal of Architecture and Civil Engineering,2006,23(4):54-57.
[12]陈玉骥.带肋板单元及其在构造正交异性板分析中应用[J].佛山科学技术学院学报:自然科学版,2006,24(2):6-9. CHEN Yu-ji.The Plate Element with Costalias and Its Application to Analyzing Orthotropy Plates in Construction[J].Journal of Foshan University:Natural Science Edition,2006,24(2):6-9.
[13]王毅红,郭增辉,李先顺,等.带有芯钢管的钢管混凝土节点的受力机理[J].建筑科学与工程学报,2007,24(1):64-68. WANG Yi-hong,GUO Zeng-hui,LI Xian-shun,et al.Bearing Mechanism of Concrete-filled Tubular Joint with Core Steel Tube[J].Journal of Architecture and Civil Engineering,2007,24(1):64-68.
[14]黄 勇,马克俭.空腹夹层板的拟板超级有限元分析[J].贵州工业大学学报:自然科学版,2003,32(4):79-82. HUANG Yong,MA Ke-jian.Analysis of Super Finite Element Method for Vierendeel Sandwich Plate[J].Journal of Guizhou University of Technology:Natural Science Edition,2003,32(4):79-82.
[15]刘沐宇,刘巧丽,丁庆军,等.预应力轻集料混凝土空心板梁的有限元模型[J].武汉理工大学学报,2006,28(4):56-58. LIU Mu-yu,LIU Qiao-li,DING Qing-jun,et al.Finite Element Analysis Model on Prestressed LWAC Hollow Slabs[J].Journal of Wuhan University of Technology,2006,28(4):56-58.

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备注/Memo

备注/Memo:
收稿日期:2007-02-28
基金项目:湖南省建设科技计划项目(2003-45)
作者简介:周朝阳(1964-),男,湖南衡阳人,教授,博士生导师,工学博士,E-mail:joezycn@163.com。
更新日期/Last Update: 2007-06-20