[1]梁兴文,等.现浇钢筋混凝土角区格双向板肋梁楼盖试验研究[J].西安建筑科技大学学报:自然科学版,2011,43(05):615-622.[doi:DOI :10.15986/j .1006-7930.2011.05.022]
 L IAN G X ing-wen,L IANG Min,et al.Experimental research on cast-in-situ reinforced concrete cornerlattice two-way slab[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2011,43(05):615-622.[doi:DOI :10.15986/j .1006-7930.2011.05.022]
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现浇钢筋混凝土角区格双向板肋梁楼盖试验研究()
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西安建筑科技大学学报:自然科学版[ISSN:1006-7930/CN:61-1295/TU]

卷:
43
期数:
2011年05期
页码:
615-622
栏目:
出版日期:
2011-10-31

文章信息/Info

Title:
Experimental research on cast-in-situ reinforced concrete corner
lattice two-way slab
文章编号:
1006-7930(2011)05-0615-08
作者:
梁兴文1 2 梁 敏1 胡雄伟1
(1 .西安建筑科技大学土木工程学院, 陕西西安710055 ;
2 .西部建筑科技国家重点实验室(筹), 陕西西安710055)
Author(s):
L IAN G X ing-wen1 2 L IANG Min1 HU X iong-wei 1
(1 .Scho ol of Civil Engineering , Xi′an Univer sity o f Architecture and Techno lo gy , Xi′an 710055, China ;
2 .S ta te Key Laberatar y o f Architecture Scie nce and Techno lo gy in Xi′an(XAUAT), Xi′an 710055, China)
关键词:
钢筋混凝土双向板试验极限荷载计算方法
Keywords:
cast-in-situ rein f orced concrete two-way slab testultimate load calculation method
分类号:
TU375 .2
DOI:
DOI :10.15986/j .1006-7930.2011.05.022
文献标志码:
A
摘要:
为了研究现浇钢筋混凝土双向板肋梁楼盖中梁与板的相互作用, 对一柱支承的现浇钢筋混凝土角区
格双向板肋梁楼盖进行了均布荷载作用下的逐级加荷试验, 分析了其裂缝出现和开展过程、破坏形态以及受
力性能.基于试验结果, 提出了这种楼盖结构的破坏机构, 并推导了相应的极限荷载计算公式.将试验所得的
板内力分别与弹性理论、塑性理论计算结果进行比较, 表明按弹性理论以及基于板破坏模式的塑性理论所得
结果与试验结果差别较大.
Abstract:
 I n or der to research the interactio n of beam and slab, a cast-in-situ reinfo rced concrete co rne r lattice two-way
slab suppo rted by columns has been tested step by step under uniform load , and beam’ s and slab’ s cr ack dev elo ping
process.The failure pa tte rn and mechanical behavio r have been analy sed .Based on the test re sults, failur e mo del was set
up , and its ultima te loading fo rmula wa s derived .Compar riso n of the test results and the results calculated in elasticity
and plasticity theory is made , which show s that the result s calculated in elasticity and plasticity theo ry fo r slab de st ruc tion
pa tte rn a re bigg er than the test results

参考文献/References:

References
[ 1]  梁兴文, 史庆轩.混凝土结构设计[ M] .北京:科学出版社, 2004 .
LIANG Xing-wen , SH I Qing-x ua n.Design of reinfor ced concrete structure[ M] .Beijing :Science Pre ss , 2004.
[ 2]  沈蒲生.楼盖结构设计原理[ M] .北京:科学出版社, 2003.
SH EN Pu-sheng .Principle s o f flo or st ruc ture desig n [ M] .Beijing :Science Press, 2003 .
[ 3]  王志远, 魏 琏, 蓝宗建.考虑钢筋混凝土梁板结构相互作用时楼板合理设计方法的研究[ J] .建筑结构, 2003, 33
(9):47-51 .
WANG Zhi-yuan, WEI Lian, LAN Zong-jian .S tudy o n reasonable design w he n co nsidering reinfo rced concrete
beam and slab’ s interaction[ J] .Building Struture , 2003, 33(9) :47-51.
[ 4]  张 剑, 傅学怡, 刘 畅.重力荷载作用下钢筋混凝土框架梁平板楼盖分析[ J] .建筑结构, 2003 , 33(1):45-49 .
ZH ANG Jian, FU Xue-yi , LIU Chang .Analy sis of RC f rame beam-slab structure under g ravity load[ J] .Building
Struture , 2003 , 33(1):45-49 .
[ 5]  沈蒲生, 刘哲锋.角支承钢筋混凝土双向密肋楼盖的破坏形态研究[ J] .湖南大学学报:自然科学版, 2003(8):68-72 .
SH EN Pu-sheng , LIU Zhe-feng .Test a nd limit load of reinfo rced concrete w affle slab suppor ted by co rner columns
of panels[ J] .Journal o f Hunan Univ ersity :Natural Science Editio n, 2003(8):68-72.
[ 6]  梁 敏.现浇钢筋混凝土双向板楼盖结构协同工作分析方法研究[ D] .西安:西安建筑科技大学, 2011 .
LIANG Min .Re scarch on analy tial me tho ds fo r cast-in-situ reinfor ced concrete floo r st ruc ture to co nsider co operative
w o rk of beam and slab[ D] .Xi′an:Xi′an Univ .of Ar ch .& Tech ., 2011 .

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备注/Memo

备注/Memo:
*收稿日期:2010-12-07   修改稿日期:2011-06-28
基金项目:国家标准《混凝土结构设计规范》资助项目(20070127336230013)
作者简介:梁兴文(1952-), 男,陕西华县人, 教授, 主要从事结构工程及工程结构抗震方面的研究.
更新日期/Last Update: 2015-11-05