期刊
ARCHIVES OF COMPUTATIONAL METHODS IN ENGINEERING
卷 28, 期 4, 页码 2477-2507出版社
SPRINGER
DOI: 10.1007/s11831-020-09467-5
关键词
-
类别
资金
- Ministry of Science and Technology of China [2017YFC0703603]
- National Natural Science Foundation of China [51678322]
- Taishan Scholar Priority Discipline Talent Group program - Shandong Province
- first-class discipline project - Education Department of Shandong Province
The paper comprehensively reviews the responses and failure behaviors of concrete structures under lateral impact loads, as well as the influences of various structural and load-related parameters on impact resistance and failure behaviors.
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.
作者
我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。
推荐
暂无数据