耐久性
材料科学
刚度
碳纤维增强聚合物
抗弯强度
剪切(地质)
结构工程
钢筋混凝土
复合材料
工程类
作者
Mehran Gholami,Abdul Rahman Mohd Sam,Jamaludin Mohamad Yatim,Mahmood Md. Tahir
标识
DOI:10.1016/j.conbuildmat.2013.04.049
摘要
Using Carbon Fiber Reinforced Polymer (CFRP) to strengthen steel structures has attracted a great deal of attention recent years. Previous researches demonstrated bonding CFRP plates to the steel sections is a successful technique to increase flexural stiffness and fatigue resistance of steel sections. However, behavior of the system under various environmental conditions has not completely defined yet. This paper reviews the studies carried out concerning CFRP/steel strengthening systems. It introduces the environmental factors which influence the system and expresses the effects separately. Major durability studies explained in detail and important results discussed critically leading to define gap areas for future works. The survey concludes natural environmental exposure must be investigated to find out the real behavior of the strengthening system in different conditions. Besides, various types of specimens should be applied to study both shear and normal stresses.
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