首页 | 本学科首页   官方微博 | 高级检索  
     

轻钢与EPS混凝土的黏结滑移性能试验研究
引用本文:崔成臣,黄强,李东彬,李红超. 轻钢与EPS混凝土的黏结滑移性能试验研究[J]. 建筑材料学报, 2016, 19(3): 578-583
作者姓名:崔成臣  黄强  李东彬  李红超
作者单位:中国建筑科学研究院,北京100013,中国建筑科学研究院,北京100013,中国建筑科学研究院,北京100013,中国建筑科学研究院,北京100013
基金项目:国家发改委建筑行业低碳技术创新及产业化示范工程项目(20131819)
摘    要:为研究轻钢与聚苯颗粒(EPS)混凝土界面黏结滑移的作用机理,制作了20个轻钢EPS混凝土短柱试件进行拉拔试验,研究EPS混凝土强度、钢管埋置长度及保护层厚度对轻钢与EPS混凝土黏结性能的影响.结果表明:轻钢与EPS混凝土的黏结应力要比钢筋与普通混凝土的黏结应力小;峰值黏结应力随EPS混凝土强度和保护层厚度的增加有所提高;钢管埋置长度的变化对峰值黏结应力的影响不明显.基于试验结果,提出了轻钢与EPS混凝土的三段式黏结-滑移本构模型,计算值与试验值基本吻合.

关 键 词:聚苯颗粒(EPS)混凝土   轻钢   黏结性能   黏结滑移本构模型   拉拔试验
收稿时间:2015-03-05
修稿时间:2015-04-13

Experimental Research on Bond Slip Behavior between Light Gauge Steel and EPS Concrete
CUI Chengchen,HUANG Qiang,LI Dongbin and LI Hongchao. Experimental Research on Bond Slip Behavior between Light Gauge Steel and EPS Concrete[J]. Journal of Building Materials, 2016, 19(3): 578-583
Authors:CUI Chengchen  HUANG Qiang  LI Dongbin  LI Hongchao
Affiliation:China Academy of Building Research, Beijing 100013, China,China Academy of Building Research, Beijing 100013, China,China Academy of Building Research, Beijing 100013, China and China Academy of Building Research, Beijing 100013, China
Abstract:According to the pull out tests of 20 specimens, the bond slip mechanism between light gauge steel and expanded polystyrene(EPS) concrete was investigated. The effects of cover thickness, concrete strength and bonded length were studied. Results show that compared with normal reinforced concrete, bond strength between light gauge steel and EPS concrete is lower. Ultimate bond strength is improved with the increase of cover thickness and concrete strength, while bonded length shows little effect on the bond strength. Based on the test results, a three stage bond slip model is proposed to represent the bond behavior of light gauge steel in EPS concrete, which agrees well with the test results.
Keywords:EPS concrete   light gauge steel   bond behavior   bond slip model   pull out test
本文献已被 CNKI 等数据库收录!
点击此处可从《建筑材料学报》浏览原始摘要信息
点击此处可从《建筑材料学报》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号