首页> 外文期刊>Engineering Fracture Mechanics >Modeling mode-I fracture process in concrete at meso-scale: Computational aspects of lattice model and a comparison between results of two dimensional lattice simulation and acoustic emission measurements
【24h】

Modeling mode-I fracture process in concrete at meso-scale: Computational aspects of lattice model and a comparison between results of two dimensional lattice simulation and acoustic emission measurements

机译:模拟模式-I模拟模式-I裂缝过程在中学规模的混凝土中:晶格模型的计算方面以及二维晶格仿真和声发射测量结果的比较

获取原文
获取原文并翻译 | 示例
       

摘要

This article reports a comparative study on the Acoustic Emission (AE) measurements and Two-Dimensional (2D) lattice simulation results related to mode-I fracture process in plain cement concrete Three Point Bend (TPB) specimen. Computational aspects and programming details of lattice modeling have been discussed. AE based b-values were compared with lattice modelling results. The meso-scale modeling of the heterogeneous Timoshenko Beam (TB) lattice and its Finite Element Analysis (FEA) was performed using programs developed by the authors in MATLAB and FORTRAN respectively. A tensile stress based fracture law was used to remove the beam elements reaching the threshold stress values. Since, the removal of an element from the lattice network can be considered similar to a 'virtual' AE event, the number of failed elements in lattice network was compared with AE parameters recorded during the experiment. An attempt was also made to study the trend of the cumulative number of failed elements in lattice model with the trend of the b-value variation with load level. The trend of cumulative fractured beam elements observed from lattice simulation reflected the trend in AE recorded. By considering softening of cement matrix at element level, the simulation results seem to give better correlation with AE recorded.
机译:本文举报了对普通水泥混凝土三点弯曲(TPB)标本的模式-I断裂过程相关的声发射(AE)测量和二维(2D)晶格仿真结果的比较研究。已经讨论了晶格建模的计算方面和编程细节。将基于AE的B值与晶格建模结果进行比较。使用由Matlab和Fortran中的作者开发的程序进行异构TIMOSHENKO梁(TB)格子(TB)格子(TB)格子和其有限元分析(FEA)。基于拉伸应力的裂缝法用于去除达到阈值应力值的梁元件。由于,可以认为与“虚拟”AE事件类似地删除来自格子网络的元素,与在实验期间记录的AE参数进行比较了格子网络中的失败元素的数量。还尝试研究格子模型中失败元素累积数量的趋势,具有负载水平的B值变化的趋势。从格子模拟中观察到的累积裂缝梁元件的趋势反映了记录的AE的趋势。通过考虑元素水平的水泥基质软化,模拟结果似乎与记录的AE提供更好的相关性。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号