全部 标题 作者
关键词 摘要

OALib Journal期刊
ISSN: 2333-9721
费用:99美元

查看量下载量

相关文章

更多...
工业建筑  2008 

方钢管-钢骨高强混凝土抗弯承载力分析

DOI: 10.13204/j.gyjz200803008, PP. 27-30

Keywords: 方钢管混凝土,受弯构件,正截面承载力,全过程分析

Full-Text   Cite this paper   Add to My Lib

Abstract:

采用纤维模型法编制非线性分析程序,绘制出弯矩-曲率全过程曲线,并与有关文献试验数据进行比较,吻合较好。在此基础上,对混凝土强度、钢骨形式、配骨率、套箍率等因素对抗弯构件力学性能的影响进行分析比较。最后通过对数值计算结果的回归分析,得出实用的抗弯承载力计算公式。

References

[1]  Goode CD, Narayanan R. Design of Concrete Filled Steel Tubes to EC4. International Conference on Composit e Construction Conventional
[2]  and Innovative Innsbruck. 1997: 1-25
[3]  XiaoY. Concrete Filled Steel Tubular Column Design Based on AISCLRFD MethodsPPInt ernational Conf erence on Composite Construction
[4]  Conventional and Innovative Innsbruck. 1997: 117-123
[5]  Matsui C, Mitani L, Kawano A, etal. AIJ Design Method for Concret eFilled Steel Tubular StructuresPPInt ernational Conference on Composite Construction Conventional and Innovative Innsbruck. 1997:93-116
[6]  Narayanan R. Steel Concrete Composite Structures. Stability andStrength,1988,12(5):163-220
[7]  Shanmugarn N E,Lakshmi B. Stat e of the Art Report on Stee-l Concrete Composite Columns. Journal of Construct ional Steel Research 2001,57:1041-1080
[8]  朱美春.钢骨-方钢管自密实高强混凝土柱力学性能研究:[学位论文].大连:大连理工大学,2005
[9]  Zhu Meichun, Wang Qingxiang, Feng Xiufeng. Behavior and Strength of Square SteelTube Columns Filled with St ee-l Reinforced Sel-f Compacting High-Strength ConcretePP1st Internat ional Symposium on Design,Performance and Use of Sel-f Consolidat ing Concrete. Changsha: 2005
[10]  Wang QX, Zhao D Z, Guan P. Experimental Study on the Strength andDuctility of Steel Tubular Columns Fil led with Stee-l Reinforced
[11]  Concrete. Engineering Structures, 2004,26(7):907-915
[12]  王连广.钢与混凝土组合结构理论与计算.北京:科学出版社,2005:42
[13]  韩林海.钢管混凝土结构: 理论与实践.北京:科学出版社,2004:69-70
[14]  赵大洲.钢骨-钢管高强混凝土组合柱力学性能的研究: [学位论文].大连:大连理工大学,2003:65-66

Full-Text

Contact Us

service@oalib.com

QQ:3279437679

WhatsApp +8615387084133