期刊文献+

基于图像处理技术的混凝土表面构造仿真 被引量:5

Simulation of Concrete Surface Structure Based on Image Processing Technology
下载PDF
导出
摘要 为了研究桥面铺装的层间性能,从混凝土的表面构造入手,通过图像处理技术获取混凝土的表面构造信息。对灰度值影响因素的分析确定光照强度和拍摄距离,并提出构造深度模拟值的概念。利用基于Python的Abaqus参数化建模,建立混凝土桥面铺装模拟模型,并进行拉拔试验和直剪试验的仿真,比对模拟值与实测值。结果表明,无论是拉毛还是喷砂打毛随着精度的上升,构造深度模拟值也在上升。当取点精度为400时,实测构造深度和模拟的构造深度模拟值相对误差平均值最小。仿真试验的模拟值总是大于实测值,整体变化趋势保持一致,说明存在系统误差。灰色关联度分别为0.91、0.83,可见模型具有正确性。并通过仿真模拟分析了层间处理方式对拉拔强度以及剪切强度的影响。 In order to study the inter-layer performance of bridge deck pavement,the surface structure of concrete was used to obtain the surface structure information of concrete through image processing technology.The analysis of the influencing factors of gray value determined the illumination intensity and shooting distance,and the concept of construction depth simulation value was proposed.Using Python-based Abaqus parametric modeling,the concrete bridge deck pavement simulation model was established and the drawing test was carried out.And the pull-out test and direct shear test were simulated to compare the simulated value with the measured value.The results show that the simulation value of the construction depth increases with the increase of precision,whether it is pulling or sandblasting.When the point precision is 400,both relative error average of the measured construction depth and the simulated construction depth analog value are the smallest.The simulated value of the simulation test is always greater than the measured value and the overall trend is consistent,indicating that there is a systematic error.The grey correlations are 0.91 and 0.83 respectively,which means the model is correct.And the effects of interlayer treatment on drawing strength and shear strength were analyzed by simulation.
作者 孔令云 吴楚枫 尹果果 KONG Ling-yun;WU Chu-feng;YIN Guo-guo(Civil Engineering College,Chongqing Jiaotong University,Chongqing 400074,China)
出处 《科学技术与工程》 北大核心 2020年第6期2361-2368,共8页 Science Technology and Engineering
基金 重庆市科学技术基金(cstc2017jcyjAX0367)。
关键词 混凝土表面构造 图像处理技术 有限元二次开发 三维仿真 concrete surface structureimage processing technologyfinite element secondary development 3D simulation
  • 相关文献

参考文献9

二级参考文献53

  • 1宋燕玲.桥面铺装的设计与施工[J].山西交通科技,2002(6):41-42. 被引量:10
  • 2凌坚,李志能.对桥面裂缝及铺装层破坏的讨论[J].公路,1996,41(9):7-9. 被引量:54
  • 3潘承毅 何迎晖.数理统计的原理与方法[M].上海:同济大学出版社,1992..
  • 4JTJ014—97.公路沥青路面设计规范[S].[S].,..
  • 5JTJ059-95.公路路基路面现场测试规程.[S].,..
  • 6KennethRCastleman.数字图像处理:影印版[M].北京:清华大学出版社,1998..
  • 7Button J. Unified imaging approach for measuring aggregate angularity and texture [J]. Journal of Computer: Aided Civil and Infrastructure Engineering, 2000, 15(4) :273- 280.
  • 8Masad E, Muhunthan B, Shashidhar N, Harman T.Internal structure characterization of asphalt concrete using image analysis [J ]. Journal of Computing in Civil Engineering (Special Issue on Image Processing)ASCE, 1999, 13(2): 88-95.
  • 9宋娃丽,宋金华,马敬坤,等.整体式钢筋混凝土简支板桥通行能力研究[R].2005.
  • 10Michael Haag, Hans-Hellmut Nagel. Tracking d complex driving maneuvers in traffic image sequences[J]. Image and Vision Computing, 1998,16:517-527.

共引文献241

同被引文献72

引证文献5

二级引证文献51

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部