【Key words】 corroded reinforced concrete; flexural bearing capacity; numerical simulation; corrosion percentage; bond deterioration
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The bond deterioration of bar and steel shapes is analyzed, and the factors of bond deterioration are studied. The effects of bond deterioration on aseismic behavior of specimens and the mechanism of force resistance of the joint are discussed.
6. 分析了梁筋和梁中型钢的粘结退化机理,研究了贯穿节点梁筋的粘结退化对节点传力机理和试件抗震性能的影响。
参考来源 - 钢纤维—型钢混凝土梁柱节点在低周反复荷载作用下抗震性能试验研究·2,447,543篇论文数据,部分数据来源于NoteExpress
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