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（1 天津大學(xué)建筑工程學(xué)院，天津 300072；2 天津大學(xué)建筑設(shè)計(jì)研究總院，天津 300072）

[摘要]  剪力墻連梁常常出現(xiàn)超筋和受剪承載力難滿足等問題。雙連梁在一定程度上解決了這些問題，但存在施工麻煩、剛度降低等弊端，所以研究合理的連梁形式是一個(gè)非常有意義的課題。隨著高強(qiáng)鋼筋高強(qiáng)混凝土的推廣越來(lái)越廣泛，其在剪力墻結(jié)構(gòu)中大量使用勢(shì)在必行。因此把高強(qiáng)鋼筋高強(qiáng)混凝土和連梁形式結(jié)合起來(lái)，建立幾種連梁形式，分析它們?cè)趶椥噪A段以及彈塑性階段的受力特征，將會(huì)給剪力墻連梁的設(shè)計(jì)帶來(lái)新的突破。本文首先建立與試驗(yàn)構(gòu)件相同的ABAQUS有限元模型，有限元結(jié)果與試驗(yàn)結(jié)果吻合較好。依據(jù)試驗(yàn)建立了五個(gè)連梁形式不同的有限元模型，對(duì)比彈塑性分析結(jié)果，得出既能解決連梁超筋問題，又便于施工的連梁形式。

作者簡(jiǎn)介：丁永君，碩士，研究員，一級(jí)注冊(cè)結(jié)構(gòu)工程師，Email:tju_yj@163.com。

[關(guān)鍵詞]  連梁形式；ABAQUS有限元分析；荷載位移曲線

中圖分類號(hào)：TU375.1        文獻(xiàn)標(biāo)識(shí)碼：A    

作者簡(jiǎn)介：丁永君，

ABAQUS elastic-plastic finite element analysis on coupling beam forms for high strength reinforced and concrete shear wall

Ding Yongjun^1,2, Zhang Beibei¹, Zhu Lipeng¹

(1 School of civil engineering, Tianjin University, Tianjin 300072, China;

 2 Tianjin University Research Institute of Architectural Design & Urban Planning, Tianjin 300072, China)

Abstract: The amount of reinforcement in coupling beam is always beyond the ruled ratio and the resisting shear is difficult to achieve. Dual coupling beam can solve those problems to a certain extent but produces new disadvantages such as cumbersome construction process and stiffness reduced. So researching reasonable coupling beam forms is a very important subject. As high strength steel and high strength concrete are promoted more widely, they are sure used in large quantities in the shear wall structure. Combined high strength steel and high strength concrete along with coupling beam forms, several models are established, and through analyzing mechanical characteristics in elastic and elastic-plastic stage, new breakthrough for coupling beam design will be brought. In this paper, a finite element model based on the experimental model is built firstly, and the post-processing model results are in good agreement with the test results. Secondly five finite element models with different coupling beam forms are built. Through analyzing the five models, one of them stands out, which not only solves the beyond ruled reinforcement ratio problem, but also brings convenient to construction.

Keyword: the form of coupling beam; ABAQUS finite element analysis; the load displacement curve

參  考  文  獻(xiàn)

[1]       趙元業(yè).單連梁與雙連梁有限元對(duì)比分析[D].天津:天津大學(xué)建工學(xué)院，2010.

[2]       GB 50010—2010 混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范[S].北京:中國(guó)建筑工業(yè)出版社，2010.

[3]     王玉鐲，傅傳國(guó).ABAQUS結(jié)構(gòu)工程分析及實(shí)例詳解[M].北京:中國(guó)建筑工業(yè)出版社，2010.