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预应力混凝土板构件的冲击力学行为分析

Mechanical behaviour of prestressed concrete slab under impact

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【作者】 张巍李国斌强士中

【Author】 ZHANG Wei1,2, LI Guo-bin3, QIANG Shi-zhong1 (1.The Civil Engineering Institute of Southwest Jiaotong University, Chengdu 610031, China; 2.College of Architecture and Environment Engineering, Taiyuan University of Technology, Taiyuan 030024, China; 3.Ningbo Branch of China Academy of Ordnance Science, Ningbo 315103, China)

【机构】 西南交通大学土木工程学院中国兵器科学研究院宁波分院西南交通大学土木工程学院 四川成都610031太原理工大学建筑与环境工程学院山西太原030024浙江宁波315103四川成都610031

【摘要】 利用非线性动力有限元方法,对预应力混凝土板和钢筋混凝土板在杆式动能弹冲击下的动力响应过程进行了数值模拟,对两类构件的冲击力学行为进行了力学分析和比较。研究表明,预应力对减轻反射拉伸波引起的层裂效应,克服加载面撞击影响边缘区域的拉应力,提高构件在整体变形过程中的抗裂性等方面均有一定的作用。

【Abstract】 With the nonlinear finite element method,simulations for the dynamic responses of prestressed concrete slab and reinforced concrete slab to impact of a long-rod projectile were processed. The mechanical behaviour of two slabs was analyzed and compared. The study shows that the pre-compression can have an influence on mitigating the scabbing effect produced by the reflected tensile waves and eliminating the tension stress on the edge range of impact zone of loading face as well as improving structural performance of anticracking in the whole deformation.

  • 【文献出处】 兵器材料科学与工程 ,Ordnance Material Science and Engineering , 编辑部邮箱 ,2006年03期
  • 【分类号】TU378.5
  • 【被引频次】10
  • 【下载频次】231
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