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机译:混凝土腐蚀Ⅰ形钢材粘结滑动行为的实验研究与力学分析
Southwest Jiaotong Univ Key Lab Transportat Tunnel Engn Minist Educ Chengdu 610031 Peoples R China|Southwest Jiaotong Univ Sch Civil Engn Chengdu Peoples R China;
Southwest Jiaotong Univ Key Lab Transportat Tunnel Engn Minist Educ Chengdu 610031 Peoples R China|Southwest Jiaotong Univ Sch Civil Engn Chengdu Peoples R China;
Southwest Jiaotong Univ Key Lab Transportat Tunnel Engn Minist Educ Chengdu 610031 Peoples R China|Southwest Jiaotong Univ Sch Civil Engn Chengdu Peoples R China;
Southwest Jiaotong Univ Key Lab Transportat Tunnel Engn Minist Educ Chengdu 610031 Peoples R China|Southwest Jiaotong Univ Sch Civil Engn Chengdu Peoples R China;
Southwest Jiaotong Univ Key Lab Transportat Tunnel Engn Minist Educ Chengdu 610031 Peoples R China|Southwest Jiaotong Univ Sch Civil Engn Chengdu Peoples R China;
Southwest Jiaotong Univ Key Lab Transportat Tunnel Engn Minist Educ Chengdu 610031 Peoples R China|Southwest Jiaotong Univ Sch Civil Engn Chengdu Peoples R China;
bond strength; bond#8211; slip behavior; corrosion; energy evolution; interface damage; steel reinforced concrete;
机译:预腐蚀钢筋与钢纤维增强混凝土之间的粘结滑移行为
机译:粘结滑移关系和抗拉强度对锈蚀钢筋与混凝土粘结性能的影响
机译:SGFCG中H形钢和石膏覆盖物粘结性行为的实验研究
机译:混凝土收缩和蠕变对异型钢骨混凝土组合结构粘结滑移性能的影响
机译:超高性能混凝土,预应力混凝土和无水火星混凝土在早期及以后的行为的实验和计算分析。
机译:海底隧道工字型钢与混凝土粘结滑移特性的试验研究
机译:研究了高温暴露后各种混凝土高温曝光机械性能各种混凝土的机械性能。考虑到高层建筑中垂直元件的抗压强度要求,测试了35,80,100和150MPa各种设计强度的混凝土试样。特别是,在这项研究中,掺入钢纤维对耐火性的影响。实验结果表明,耐火性取决于设计强度和钢纤维含量。在暴露于100-400°C的温度时,80-100MPa的设计强度为35MPa或高性能混凝土(HPC)的正常强度混凝土(NSC)不会击落。然而,当HPC含有1体积的钢纤维的百分比时,爆炸性剥落发生在300℃。超高性能混凝土(UHPC)的设计强度为150 MPa和1.5 Vol。钢纤维的百分比也显示出300℃的剧烈剥落。本研究中发现的实验结果可以有助于更好地了解在火灾中的HPC和UHPC的行为以及钢纤维对耐火性的作用。
机译:研究机械加载不锈钢复合板缺陷行为的试验结果。