首页 | 本学科首页   官方微博 | 高级检索  
     检索      

球状飞射物对屋面瓦片冲击效应的数值模拟
引用本文:王枫,胡丰,黄鹏,顾明.球状飞射物对屋面瓦片冲击效应的数值模拟[J].同济大学学报(自然科学版),2018,46(10):1334-1340.
作者姓名:王枫  胡丰  黄鹏  顾明
作者单位:同济大学土木工程防灾国家重点实验室
基金项目:国家自然科学基金项目(51678452,51378396)
摘    要:选取典型的球状混凝土飞射物,研究其对一种典型屋面陶土瓦片的冲击破坏作用.基于ANSYS/LS-DYNA平台,参考落球冲击试验方法建立冲击碰撞的有限元计算模型.选取Johnson-Holmquist-Ceramic本构模型模拟陶土瓦片材料,引入单元应变失效准则模拟瓦片破坏情况,采用显式动力学方法研究落球冲击试验中瓦片应力、应变、变形的时变机理.对冲击速度、球块质量、瓦片倾角进行参数分析,结果表明,瓦片最大等效应力与冲击速率及球块质量大致成正比,与瓦片倾角相关性不大.冲击过程是一个能量显著转移的过程,根据损伤方程计算出陶土瓦片能承受不超过34.35m·s~(-1)的来流风速下球状混凝土飞射物的冲击破坏作用.

关 键 词:屋面瓦片    球状飞射物    冲击效应    数值模拟
收稿时间:2017/10/17 0:00:00
修稿时间:2018/8/22 0:00:00

Numerical Simulation of Impact Effect of Windborne Spherical Debris on Roof Tiles
WANG Feng,HU Feng,HUANG Peng and GU Ming.Numerical Simulation of Impact Effect of Windborne Spherical Debris on Roof Tiles[J].Journal of Tongji University(Natural Science),2018,46(10):1334-1340.
Authors:WANG Feng  HU Feng  HUANG Peng and GU Ming
Institution:State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China,State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China,State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China and State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China
Abstract:A typical spherical concrete flying object was selected to study its impact effect on a typical roof clay tile. Based on ANSYS/LS DYNA and drop ball impact experiment, a finite element model was established to study the impact effect of windborne spherical concrete debris on a clay roof tile. The Johnson Holmquist Ceramic constitutive model was chosen to simulate the mechanical properties of clay roof tiles, the element strain failure criteria were introduced to simulate the breakage of tile, and the explicit dynamic algorithm was used to study the time history of the tile stress, strain and deformation during the drop ball experiment. The impact effect of tile inclination angle, sphere impact velocity and mass were analyzed. The results show that the maximum von mises stress of the tile is approximately proportional to both the impact velocity and the sphere mass. By contrast, the stress is unrelated to the tile inclination angle. The energy transfer during the process of impacting was remarkable, and the clay roof tile can endure the impact effect of the spherical concrete debris when the wind speed is less than 34.35 m?s-1 according to the function.
Keywords:roof tiles  sphere debris  impact effect  numerical simulation
本文献已被 CNKI 等数据库收录!
点击此处可从《同济大学学报(自然科学版)》浏览原始摘要信息
点击此处可从《同济大学学报(自然科学版)》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号