钢筋混凝土结构在车辆撞击作用下的性能研究
[Abstract]:Reinforced concrete frame structure is widely used in load-bearing system because of its traditional spatial layout and bearing mode. As the main force member of frame structure, frame column may be accidentally impacted during service. Automobile impact is a common impact load. It is of great significance to study the performance of reinforced concrete structure under automobile impact. Based on this, an explicit dynamic analysis software LS-DYNA is used to establish the finite element model of the automobile reinforced concrete column, and the validity of the model is verified. Then the following problems are studied: (1) the impact velocity, impact angle and compressive strength of concrete axis are studied by parameterized analysis method. The influence of parameters such as moment of inertia and hoop ratio on the dynamic response of reinforced concrete columns under automobile impact is studied. (2) the failure modes of reinforced concrete columns under different impact modes are studied. The main reasons for the poor crashworthiness of reinforced concrete columns are analyzed. Two measures to improve the crashworthiness of reinforced concrete columns are put forward, and the effectiveness of the measures is verified. (3) the multi-scale modeling method is used. The integral finite element model of reinforced concrete frame structure is established, and the collapse of frame structure after the bottom column is hit by vehicle is analyzed. The results show that the displacement response of reinforced concrete columns will increase with the increase of the impact angle of the automobile, and the displacement response of the columns can be significantly reduced by increasing the moment of inertia of the column section and the compressive strength of the concrete axis. However, the effect of properly increasing the ratio of column hoop is not obvious. The impact force is affected by vehicle speed, impact angle, vehicle tonnage and the moment of inertia of column section, among which the impact force of column section is the most significant. The failure modes of reinforced concrete columns under different impact models are different and the spalling of concrete is the main reason for the poor crashworthiness of reinforced concrete columns. The reinforced concrete frame structure will collapse locally after the bottom corner column is impacted by the vehicle.
【学位授予单位】:天津大学
【学位级别】:硕士
【学位授予年份】:2014
【分类号】:TU375
【参考文献】
相关期刊论文 前10条
1 吕杨;徐龙河;李忠献;丁阳;;钢筋混凝土柱基于能量阈值的损伤准则[J];工程力学;2011年05期
2 赵文;梁磊;张锋春;李艺;;冲击荷载作用下混凝土的受力分析[J];东北大学学报(自然科学版);2008年05期
3 张炎圣;陆新征;宁静;江见鲸;;超高车辆撞击组合结构桥梁的仿真分析[J];交通与计算机;2007年03期
4 陆新征;张炎圣;宁静;江见鲸;任爱珠;;超高车辆与立交桥梁碰撞的高精度非线性有限元仿真[J];石家庄铁道学院学报;2007年01期
5 孙正华;李兆霞;陈鸿天;殷爱国;;考虑局部细节特性的结构多尺度模拟方法研究[J];特种结构;2007年01期
6 李兆霞;孙正华;郭力;陈鸿天;余洋;;结构损伤一致多尺度模拟和分析方法[J];东南大学学报(自然科学版);2007年02期
7 ;A Review of Current Researches on Blast Load Effects on Building Structures in China[J];Transactions of Tianjin University;2006年S1期
8 李砚召;王肖钧;郭晓辉;曹海;赵凯;;部分预应力混凝土梁抗冲击性能试验研究[J];爆炸与冲击;2006年03期
9 商霖,宁建国;强冲击载荷下混凝土动态本构关系[J];工程力学;2005年02期
10 李广慧,张存超,王东炜,张会杰;高速公路桥梁活荷载参数研究[J];郑州大学学报(工学版);2005年01期
,本文编号:2130875
本文链接:https://www.wllwen.com/guanlilunwen/chengjian/2130875.html