玄武岩格栅增强水泥基复合材料单轴拉伸力学性能试验及本构关系模型
Experiment on the uniaxial tensile mechanical behavior of basalt grid reinforced engineered cementitious composites and its constitutive model

DOI: 10.13801/j.cnki.fhclxb.20170109.001

Keywords: 玄武岩格栅,水泥基复合材料,单轴拉伸,加固,本构关系模型,应变强化
basalt grid,engineered cementitious composites,uniaxial tension,strengthening,constitutive model,strain hardening

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