机译:多个次生裂纹对FRP从钢筋混凝土梁基材剥离的影响
Key Laboratory of Concrete & Prestressed Concrete Structures of Ministry Education, College of Civil Engineering, Southeast Univ., Nanjing, China;
rnKey Laboratory of Concrete & Prestressed Concrete Structures of Ministry Education, College of Civil Engineering, Southeast Univ., Nanjing, China Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong, China;
rnKey Laboratory of Concrete & Prestressed Concrete Structures of Ministry Education, College of Civil Engineering, Southeast Univ., Nanjing, China;
FRP; concrete beam; debonding; multiple cracks; analytical model;
机译:界面损伤建模在FRP钢板混凝土梁中间裂缝脱粘破坏有限元分析中的作用:数值研究
机译:FRP加固钢筋混凝土梁中缝开裂破坏的预测
机译:纤维增强聚合物增强钢筋混凝土梁中间裂缝脱胶的三维有限元建模
机译:使用遗传算法分析FRP加强钢筋混凝土梁的剥离失效模式
机译:纤维增强塑料(FRP)增强混凝土梁中裂纹引起的脱胶破坏:实验和理论分析。
机译:FRPFRP和钢骨混凝土梁抗弯性能的比较研究
机译:FRP强化混凝土梁弯曲裂缝诱导剥离失效的数值模拟