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机译:钢纤维增强活性粉末混凝土锚固区中正交筋的加固
Harbin Inst Technol, Sch Civil Engn, 73 Huanghe Rd, Harbin 150090, Heilongjiang, Peoples R China;
Harbin Inst Technol, Sch Civil Engn, 73 Huanghe Rd, Harbin 150090, Heilongjiang, Peoples R China|Harbin Inst Technol, Minist Educ, Key Lab Struct Dynam Behav & Control, Harbin, Heilongjiang, Peoples R China|Harbin Inst Technol, Minist Ind & Informat Technol, Key Lab Smart Prevent & Mitigat Civil Engn Disast, Harbin, Heilongjiang, Peoples R China;
Harbin Inst Technol, Sch Civil Engn, 73 Huanghe Rd, Harbin 150090, Heilongjiang, Peoples R China|Harbin Inst Technol, Minist Educ, Key Lab Struct Dynam Behav & Control, Harbin, Heilongjiang, Peoples R China|Harbin Inst Technol, Minist Ind & Informat Technol, Key Lab Smart Prevent & Mitigat Civil Engn Disast, Harbin, Heilongjiang, Peoples R China;
bearing capacity; cracking; local area aspect ratio; orthogonal ties; reactive powder concrete; steel fiber;
机译:钢 - 纤维增强活性粉混凝土锚固区的正交关系的加固
机译:技术和环境因素对预应力混凝土轨枕钢筋锚固区性能的影响
机译:活性碳粉锚固剂用于碳纤维增强聚合物筋的后张紧
机译:混凝土拉伸区对钢筋加固锚固的影响
机译:碳纤维增强活性粉末混凝土(CFRRPC)锚固系统。
机译:活性粉末混凝土中钢纤维与高强混凝土基体匹配关系的研究
机译:张紧预应力混凝土构件中增强锚固区轴承强度的估计:锚固区与方形轴承板,方形装载表面和圆螺旋加固的组合
机译:后张混凝土梁锚固区加固