山东大学学报 (工学版) ›› 2025, Vol. 55 ›› Issue (6): 120-128.doi: 10.6040/j.issn.1672-3961.0.2024.249
• 土木工程 • 上一篇
薛刚,张一帆*,刘江森,董伟
XUE Gang, ZHANG YifanSymbolj@@, LIU Jiangsen, DONG Wei
摘要: 为研究钢渣细骨料体积分数对混凝土软化特性的影响,选用安定性满足规范限值要求的钢渣细骨料配制混凝土进行楔入劈拉试验,通过ISIGHT集成MATLAB和ABAQUS建立逆分析程序,推演得到钢渣细骨料混凝土的三线性软化曲线,基于楔入劈拉试验结果验证了软化曲线有限元分析的准确性。结果表明:钢渣能够明显提高混凝土的抗拉强度并加大混凝土开裂后的应力降幅,当混凝土中钢渣的体积分数为20%时,三线性软化曲线第二段斜率降幅最大;软化曲线尾端混凝土开裂位移随钢渣体积分数的增加而降低,混凝土延性变差。钢渣细骨料混凝土逆推软化曲线为研究其软化性能提供了理论依据。
中图分类号:
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