首页 | 本学科首页   官方微博 | 高级检索  
     检索      

钢筋钢纤维混凝土轴心受拉构件抗裂度的计算方法
引用本文:吕克顺,孙正英,杨闰荣,袁保辉.钢筋钢纤维混凝土轴心受拉构件抗裂度的计算方法[J].大连水产学院学报,1999,14(1):50-54.
作者姓名:吕克顺  孙正英  杨闰荣  袁保辉
作者单位:1. 大连水产学院土木系
2. 大连医科大学附属二院基建科
3. 大连万事通电信电缆有限公司
4. 大连泛华工程技术公司
摘    要:根据40根钢筋钢纤维混凝土轴拉构件及对比试件的试验结果,分析了钢纤维掺量对构件初裂荷载的影响,推导出构件抗裂度的计算公式,并用本次试验结果对公式进行了验证。所给公式模型清晰,计算简便,可供工程设计参考。

关 键 词:钢筋钢纤维混凝土  轴拉构件  抗裂度

The Calculations of Cracking Strength of Steel Fiber Reinforced Concrete Members under Axial Tension
Lü Keshun,Sun Zhengying,Yang Runrong,Yuan Baohui.The Calculations of Cracking Strength of Steel Fiber Reinforced Concrete Members under Axial Tension[J].Journal of Dalian Fisheries University,1999,14(1):50-54.
Authors:Lü Keshun  Sun Zhengying  Yang Runrong  Yuan Baohui
Abstract:Based on the axial tension test results of 40 concrete members reinforced with steel bars and fibers, the influence of the containing of steel fiber in the members is analyzed and the formula for calculating the cracking strength is derived. The results agree well with the test data. The formula presented is clear, simple in use and useful for project design.
Keywords:steel fiber reinforced concrete  axial tension member  cracking strength
本文献已被 CNKI 维普 万方数据 等数据库收录!
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