Jianzhu Gangjiegou Jinzhan型钢混凝土组合结构中采用超高性能混凝土（ultra-high performance concrete，UHPC）可以提高承载能力、减小截面尺寸，同时改善其因密集配置箍筋和剪力件而导致的施工复杂等问题。目前型钢UHPC组合梁有限元仿真研究主要集中在受弯性能参数化定性分析，忽略了型钢与UHPC间的黏结滑移，缺少对其界面黏结性能和组合效应的评估，对受拉区UHPC的受力性能也缺乏深度讨论。对型钢UHPC组合梁开展基于Abaqus的受弯性能有限元仿真分析，对UHPC强度、型钢强度 ...
沈德建 +4 more
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Jianzhu Gangjiegou Jinzhan冬季施工环境下，早龄期混凝土在模板爬升过程中部分区域易暴露于低温环境中，面临冻害风险，这可能会影响爬模连接节点的抗剪性能，从而影响施工的安全性。为研究低温条件下早龄期混凝土爬模连接节点的抗剪性能，文中设计了6个试件并对其进行了推出试验，还基于低温下混凝土与钢材的本构关系，采用ABAQUS有限元软件建立了爬模连接件的有限元模型。研究参数包括温度、混凝土龄期、抗剪螺栓直径与强度。基于试验及数值模拟结果，分析试件的破坏模式、荷载-滑移曲线、荷载-应变曲线等。结果表明：低温下试件发生了脆性破坏 ...
周伟善 +5 more
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