摘要
钢纤维膨胀混凝土是将钢纤维乱向分散于膨胀混凝土中 ,形成的一种集承重与防渗为一体的新型建筑材料 .采用一组合弹簧作刚性辅助架的方法 ,成功地测出了钢纤维膨胀混凝土轴压应力~应变全过程曲线 ,在试验研究基础上 ,对其应力应变全曲线进行了数值模拟 ,给出了与试验结果符合较好的模拟方程 .
Steel fiber reinforced expansive concrete is a new building material made by putting steel-fibers into the expansion concrete,and has good mechanical performance and permeability resistance The uniaxial compression stress~strain full curves for steel fiber reinforced expansive concrete are measured successfully by a united spring system Based on the test results, numerical simulation for the stress~strain full curve has been carried out The simulation equations are given,which show good agreement with the experimental results
出处
《河北工业大学学报》
CAS
2000年第5期1-5,共5页
Journal of Hebei University of Technology
基金
国家自然科学基金资助项目!(59679001)
河北省科委科研基金资助项目!(97238)
关键词
钢纤维膨胀混凝土
轴压构件
应力应变关系
steel fiber
reinforced expansive concrete
uniaxial compression member
stress strain relationship