884aa四虎影成人精品,99久久国产综合精品女图图等你,97在线观看永久免费视频,久久精品国产精品亚洲38,ⅵdeodesetv性欧美

您現(xiàn)在的位置:建筑結構>> 期 刊>> 2012年>> 第04期>>正文內(nèi)容
反復荷載作用下焊接環(huán)式箍筋對高強混凝土柱的約束作用研究
李升才,章炯
摘 要

 

李升才,章炯(華僑大學土木工程學院, 泉州 362021)

[摘要]通過6個配有焊接環(huán)式復合箍筋高強混凝土柱的水平低周反復加載試驗及有限元數(shù)值模擬,研究了箍筋對柱受力性能和變形性能的影響。試驗及數(shù)值模擬中考慮了軸壓比、配箍率這兩個參數(shù)的影響,由試驗及數(shù)值模擬得到了力與位移的滯回曲線和骨架曲線,分析了箍筋對試件延性、滯回特性、耗能性能以及正截面抗彎承載力的影響。研究結果表明,在焊接環(huán)式箍筋的約束下,試件正截面的實際抗彎承載力明顯要高于《混凝土結構設計規(guī)范》計算值,說明箍筋發(fā)揮了很好的約束作用;與一般的鋼筋混凝土柱相比,所有試件的滯回曲線都更加飽滿,沒有明顯的捏攏現(xiàn)象,證明這種箍筋的約束作用大大提高了柱的抗震能力和耗能能力;隨著箍筋的約束指標增大,試件的延性可以得到提高,并且還能減小軸壓比的增大對柱延性產(chǎn)生的不良影響。

[關鍵詞]焊接環(huán)式箍筋;約束作用;延性;耗能;滯回特性;抗彎承載力

中圖分類號:TU317+.1; TU398文獻標識碼:A文章編號:1002-848X(2012)04-009405

Research on confinement of stirrups in the high strength concrete columns  with welding ring stirrups under cyclic load

Li Shengcai, Zhang Jiong(School of Civil Engineering, Huaqiao University, Quanzhou 362021, China)

Abstract:Based on low-cycle reversed lateral loading experiment and finite element numerical simulation of six high strength concrete columns with welding ring composite stirrups, the effects of the stirrups on mechanical and deformation behavior of the columns were studied. The influence of the axial compression ratio and stirrup ratio was considered in the experiment and numerical simulation, and the force-displacement hysteretic curves and skeleton curves were obtained. The effects of the stirrups on ductility, hysteretic characteristics, energy dissipation capacity and bending capacity of cross section of specimens were analyzed. The results show that test values of bending capacity of cross section of specimens are much higher than calculation values calculated by  Code for design of concrete structures,  the stirrups play an active role in confinement. Comparing with common reinforced concrete column, hysteretic curves of all the specimens are plumper and no obvious pinch phenomenon, which proves that the confinement of the stirrups can greatly improve the seismic capacity and energy dissipation capacity of the columns. As confinement index of the stirrup increases, ductility of the specimens can be improved, and harmful effects of the columns ductility by the increment of the axial compression ratio can be decreased.

Keywords:welding ring stirrup; confinement effect; ductility; energy dissipation; hysteretic characteristics; bending capacity

*國家自然科學基金資助(50948036),福建省自然科學基金計劃項目(E0810022),福建省科技計劃重點項目(2008H0029)。

作者簡介:李升才,博士,教授, Email: lsc50605@hqu.edu.cn。

參考文獻

[1]BILAL S HAMAD, GHAIDA K JUMAA. Bond strength of hotdip galvanized hooked bars in high strength concrete structures[J]. Construction and Building Materials, 2008, 22(10): 2042-2052.

[2]LARS JANKE, CHRISTOPH CZADERSKI, JRGEN RUTH, et al. Experiments on the residual load-bearing capacity of prestressed confined concrete columns[J]. Engineering Structures, 2009, 31(10): 2247-2256.

[3]GIUSEPPE CAMPIONE, MARINELLA FOSSETTI. Compressive behavior of concrete elliptical columns confined by single hoops[J]. Engineering Structures, 2007, 29(3): 408-417.

[4]魏洋, 吳剛, 吳智深, 等. FRP強約束混凝土矩形柱應力應變關系的研究[J]. 建筑結構, 2007, 37(12): 75-78.

[5]王震宇, 蘆學磊, 李偉, 等. 塑性鉸區(qū)碳纖維約束高強混凝土圓柱抗震性能的試驗研究[J]. 建筑結構, 2009, 39(2): 21-24, 51.

[6]趙彤, 謝劍, 戴自強. 碳纖維布約束混凝土應力應變?nèi)€的試驗研究[J]. 建筑結構, 2000, 30(7): 11-15.

[7]胡海濤, 葉知滿. 復合箍筋約束高強混凝土應力應變性能[J]. 工業(yè)建筑, 1997, 27(10): 23-28.

[8]沈聚敏, 周錫元, 高小旺, 等. 抗震工程學[M]. 北京: 中國建筑工業(yè)出版社, 2000.

下載地址

    你還沒注冊?或者沒有登錄?這篇論文要求至少是本站的注冊會員才能閱讀!

    如果你還沒注冊,請趕緊點此注冊吧!

    如果你已經(jīng)注冊但還沒登錄,請趕緊點此登錄吧!