National Natural Science Foundation of China (51378247); Hunan Provincial University Innovation Platform Open Fund Project (12K092). About the author: Shirui Li (1992-), male, master student, research engaged in high performance concrete and structural safety research. Corresponding author: Yuanchu Gan, male, associate professor.
机构署名:
本校为第一且通讯机构
院系归属:
土木工程学院
摘要:
Test method by direct stretching. The failure modes and failure mechanisms of concrete specimens with 0%, 10% and 20% of waste glass powder at five different loading rates were studied. The uniaxial tensile view of waste glass powder concrete was established by using parallel-bar model PBS. The damage model is the modified parallel model, and the damage relationship is very similar to the stress-strain curve in the test. It shows that the concrete uniaxial tension meso-damage model can be used in this test. The ultimate tensile strength of wast...