登录
注册
E-alert
登录
注册
E-alert
EXPERIMENTAL STUDY ON LATERAL BEARING CAPACITY AND AXIAL COMPRESSION RATIO LIMIT VALUES OF STEEL REINFORCED RECYCLED AGGREGATE CONCRETE COLUMNS
-
摘要: 通过7个型钢再生混凝土柱在低周反复荷载作用下的试验，对型钢再生混凝土柱水平承载力及轴压比限值进行研究。分析轴压比、体积配箍率和再生骨料取代率等3个因素对型钢再生混凝土柱水平承载力的影响。研究表明：柱的水平承载力随轴压比的增加而增加，但其延性系数逐渐降低；随着配箍率的增加，柱表现出较好的承载力；再生骨料取代率对柱承载力影响不大，总体与型钢普通混凝土柱一样具有较好的承载力和延性。从型钢混凝土柱正截面界限破坏时力的平衡条件出发，对型钢再生混凝土柱轴压比限值进行理论推导；结合试验数据及试件延性分析，提出型钢再生混凝土柱在不同抗震等级下的轴压比限值，以供工程设计参考。Abstract: Based on the test of seven steel reinforced recycled aggregate concrete (SＲＲC) columns under low-cyclicreversed loading，the lateral bearing capacity and axial compression ratio limit of the steel reinforced recycledaggregate concrete columns were studied． The influences of the axial compression ratio，stirrup ratio and recycledcoarse aggregate replacement rate on the bearing capacity of steel reinforced recycled aggregate concrete column wereanalyzed in this paper． It is shown that the lateral bearing capacity increases and the ductility coefficient reduces asthe increase of the axial compression ratio of the column． The column exhibits good bearing capacity as the increase ofthe stirrup ratio． There is no obvious influence of coarse aggregate replacement rate on the load carrying capacity ofthe column，which shows the same good bearing capacity and ductility as those of ordinary steel reinforced concretecolumn． The axial compression ratio limit of steel reinforced recycled aggregate concrete column was deduced basedon the force balanced condition at balanced failure． Finally，the axial compression ratio limit values of the SＲＲCcolumn under different seismic levels were put forward for engineering design reference in terms of the test data andductility analysis of the specimen．
-
Limbachiya M C, Leelawat T,Dhir R K.Use of RecycledConcrete Aggregate in High-Strength Concrete [J].Materials andStructures,2000,233(33):574-580. [2] 肖建庄,李佳彬,兰阳.再生混凝土技术研究最新进展与评述[J].混凝土,2003(10):17-20. [3] 孙越东,肖建庄,周德源,等.再生混凝土框架抗震性能的试验研究[J].土木工程学报,2006(5):9-15. [4] Mahony O,Margaret M.Analysis of the Shear Strength of RecycleAggregates[J].Materials and Structures,1997,204(30):599-606. [5] 肖建庄,朱晓晖.再生混凝土框架节点抗震性能研究[J].同济大学学报:自然科学版,2005,33(4):436-440. [6] 肖建庄.再生混凝土[M].北京:中国建筑工业出版社,2008. [7] 李俊华,赵鸿铁,薛建阳.型钢高强混凝土柱延性的试验研究[J].西安建筑科技大学学报:自然科学版,2004,36(4):383-386. [8] YB 90822006 钢骨混凝土结构技术规程[S]. [9] 叶列平,方鄂华,周正海,等.钢骨混凝土柱的轴压力限值[J].建筑结构学报,1997,18(5):43-50. [10] 崔卫光.型钢再生混凝土组合柱正截面受力性能试验研究[D].西安:西安建筑科技大学,2011. [11] JGJ 1382001 型钢混凝土组合结构技术规程[S]. -
点击查看大图
计量
- 文章访问数: 131
- HTML全文浏览量: 12
- PDF下载量: 124
- 被引次数: 0
下载:
