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滚石冲击荷载下棚洞钢筋混凝土板动力响应研究

王东坡 何思明 欧阳朝军 张晓曦 向波 王晓峰

岩土力学2013,Vol.34Issue(3):881-886,6.
岩土力学2013,Vol.34Issue(3):881-886,6.

滚石冲击荷载下棚洞钢筋混凝土板动力响应研究

Study of dynamic response of shed reinforced concrete slab to impact load of rock-fall

王东坡 1何思明 2欧阳朝军 1张晓曦 1向波 3王晓峰4

作者信息

  • 1. 中国科学院水利部成都山地灾害与环境研究所中国科学院山地灾害与地表过程重点实验室,成都610041
  • 2. 中国科学院大学资源与环境学院,北京100049
  • 3. 西南交通大学土木工程学院,成都610031
  • 4. 四川省交通厅公路规划勘察设计研究院,成都610041
  • 折叠

摘要

Abstract

In western region of China, there are numerous alpine valleys. The special topography develops a large numbers of mountain disasters of rock-fall. It badly threatens the safety of people. Generally, the shed is the most effective engineering method. However, the impact behavior of rock shed is a complicated dynamic process, especially in the aspect of contact response between slab and rock-fall. The application of rock-fall shed is seriously restricted because of the current research status. In view of the present disadvantages of Herzt contact law, a theoretical method of dynamic response of reinforced concrete (RC) slab is proposed based on the numerical indentation test and the Olsson's model. Compared to the presented methods, the results obtained in this paper are much closer to the results of finite element method. Meanwhile, the impact forces obtained by Herzt model are larger because of without considering of plastic deformation. As a much reasonable method, it can be used to analyze the dynamic response of RC slabs subjected to impact load of rock-fall. At the same time, it also provides an effective numerical analysis method for the application of indentation test to civil engineering.

关键词

滚石/棚洞RC板/压痕试验/冲击响应

Key words

rock-fall/ shed RC slab/ indentation test/ impact response

分类

天文与地球科学

引用本文复制引用

王东坡,何思明,欧阳朝军,张晓曦,向波,王晓峰..滚石冲击荷载下棚洞钢筋混凝土板动力响应研究[J].岩土力学,2013,34(3):881-886,6.

基金项目

国家自然科学基金(No.41272346) (No.41272346)

国家自然科学基金重点项目(No.40830742) (No.40830742)

科技部支撑项目(No.2011BAK12B03). (No.2011BAK12B03)

岩土力学

OA北大核心CSCDCSTPCD

1000-7598

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