State-of-the-Art Review on Responses of RC Structures Subjected to Lateral Impact Loads

被引:128
作者
Zhang, Chunwei [1 ]
Gholipour, Gholamreza [1 ]
Mousavi, Asma Alsadat [1 ]
机构
[1] Qingdao Univ Technol, Sch Civil Engn, Qingdao 266033, Peoples R China
基金
中国国家自然科学基金;
关键词
CONCRETE-FILLED STEEL; FIBER-REINFORCED-CONCRETE; PERFORMANCE-BASED DESIGN; PUNCHING SHEAR FAILURE; TUBULAR CFDST MEMBERS; BRIDGE PIERS; BARGE IMPACT; NUMERICAL-SIMULATION; DYNAMIC-BEHAVIOR; TUBE COLUMNS;
D O I
10.1007/s11831-020-09467-5
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Reinforced concrete structures and structural members used in strategic infrastructures such as highway bridges, high-rise buildings, etc. are inherently subjected to lateral impact loads arising from the collision of vehicles, vessels, falling rocks, and rigid objects having different impact geometries, weights, and velocities. Due to the brittle nature of concrete materials, both localized and overall failure modes are very likely to occur in concrete structures under dynamic and impulsive loads. Hence, many attempts have been carried out in the literature to recognize the failure behaviors and to assess the vulnerability of concrete structure under lateral impact loads. This paper presents a comprehensive state-of-the-art review on the responses and failure behaviors of various types of concrete structures and structural members subjected to lateral impact loads based on analytical, numerical, and experimental studies carried out by the previous research works. In addition, the influences of various structural- and load-related parameters on the impact resistance and failure behaviors of different concrete structures under lateral impact loads are reviewed.
引用
收藏
页码:2477 / 2507
页数:31
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