摘要
进行12个不锈钢管再生混凝土试件和2个不锈钢管普通混凝土对比试件的试验研究,考察截面类型和再生骨料取代率对弯曲荷载作用下不锈钢管再生混凝土破坏形态、荷载-变形关系和受弯承载力的影响.结果表明,不锈钢管再生混凝土的弯曲性能与相应不锈钢管普通混凝土类似,但随着再生骨料取代率的增大,不锈钢管再生混凝土的受弯承载力有降低的趋势.在确定不锈钢和核心再生混凝土本构关系的基础上,利用基于有限元软件ABAQUS建立的理论模型对不锈钢管再生混凝土的弯曲性能进行了模拟,总体上模拟结果与试验结果吻合良好.
To investigate the effects of sectional type and recycled aggregate replacement ratio on the failure pattern, load versus deformation relationship and bending moment capacity of recycled aggregate concrete filled stainless steel tube （RACFSST） under bending load, the tests on twelve RACFSST specimens and two concrete filled stainless steel tube （CFSST） specimens are carried out. The experimental results show that the flexural performance of RACFSST is similar to that of CFSST~ however, the bending moment capacity of RACFSST decreases with the increase of recycled aggregate replacement ratio. Based on the determination of the constitutive model of stainless steel and core recycled aggregate concrete, the flexural performance of RACFSST is simulated by a finite element analysis model developed using the software ABAQUS, and the predicted results generally agree well with the measured ones.
出处
《大连理工大学学报》
EI
CAS
CSCD
北大核心
2013年第4期572-578,共7页
Journal of Dalian University of Technology
基金
国家自然科学基金资助项目(51121005)
中央高校基本科研业务费专项资金资助项目(DUT12ZD215)
国家重点实验室自主研究课题资助项目(SL2012-1)
关键词
不锈钢管再生混凝土
再生骨料
弯曲性能
受弯承载力
有限元分析
recycled aggregate concrete performance
bending moment filled stainless steel tube
recycled aggregates
flexural capacity
finite element analysis
