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机译:使用近表面安装的钢或GFRP钢筋对钢筋混凝土梁进行抗弯加固的实验和数值研究
Specialty Units for Safety & Preservation of Structures, Department of Civil Engineering, King Saud University, P.O. Box 800, Riyadh 11421, Saudi Arabia;
Specialty Units for Safety & Preservation of Structures, Department of Civil Engineering, King Saud University, P.O. Box 800, Riyadh 11421, Saudi Arabia;
Specialty Units for Safety & Preservation of Structures, Department of Civil Engineering, King Saud University, P.O. Box 800, Riyadh 11421, Saudi Arabia;
Specialty Units for Safety & Preservation of Structures, Department of Civil Engineering, King Saud University, P.O. Box 800, Riyadh 11421, Saudi Arabia;
near surface mounting; FRP bars; concrete beams; flexural strengthening; finite element modeling;
机译:碳纤维增强的聚合物棒通过新的侧向近侧表面固定技术增强的钢筋混凝土梁的抗弯性能:实验和分析研究
机译:GFRP筋近表面安装加固轻质聚苯乙烯骨料混凝土梁的抗弯加固
机译:CFRP织物包装加固RC光束扭转行为的比较调查及近地安装(NSM)钢筋
机译:附近安装GFRP棒强化混凝土梁的弯曲行为和延展性
机译:用近表面安装的FRP条加固钢筋混凝土梁的行为和建模。
机译:高服务温度对近表面(NSM)碳纤维增强聚合物(CFRP) - 复制混凝土梁弯曲性能影响的实验研究
机译:CFRP织物包装加固RC光束扭转行为的比较调查及近地安装(NSM)钢筋
机译:剪力加固钢筋混凝土桥梁近地表式CFRp筋的强度和耐久性,附录