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基于最短路径射线追踪算法的混凝土无损检测 被引量:1

Non-destructive Testing of Concrete Based on Shortest Path Ray Tracing Algorithm
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摘要 混凝土结构的无损检测对于桥梁安全来说意义非凡。无损检测技术的基本目的是在不损伤构件的前提下,检测出物体中的缺陷,并确定其位置、大小和性质。在混凝土无损检测中常用的是超声层析成像代数重建技术(ART)。由于ART算法一般采用直线射线追踪,投影矩阵一经确定不再改变,不仅计算精度低,而且在异常体周边单元出现速度远离真值的现象。本文引入了最短路径(SPT)射线追踪,在每次ART迭代之前,利用SPT射线追踪重新计算投影矩阵,再进迭代计算。计算机仿真结果及混凝土试件实验结果表明:SPT射线追踪与ART相结合的算法具有更好的CT重建效果和消噪能力,并提高了计算的精度和图像重建质量。 Non-destructive testing of concrete structures for the bridge safety is significant.The basic purpose of NDT is under the premise that does not damage the components to detect defects in the object and determine its location,the size and nature.The ultrasonic tomography algebraic reconstruction technique(ART) commonly is used in Non-destructive testing of concrete.As a result of ART algorithm is generally used as a straight line ray tracing,if the projection matrix has been determined,it will not to change,thus it not only with low accuracy,but around the unit of abnormal body to which the rate away from the true value.The shortest path(SPT) ray tracing is introduced in each iteration before the ART,SPT is usd to recalculate projection matrix ray tracing,then carry out the iterative calculation.Computer simulation results and the concrete specimens experimental results show that SPT ray tracing combined with the ART algorithm has a better effect of CT reconstruction and denoising capacity,and improve the precision and quality of image reconstruction.
作者 褚燕利 樊瑶
出处 《公路》 北大核心 2011年第5期148-152,共5页 Highway
基金 西部交通建设科技项目 项目编号200431881222 教育部新世纪优秀人才计划基金资助项目 项目编号NECT-0500849
关键词 道路工程 混凝土 图像重建 层析成像 最短路径 road engineering concrete image reconstruction computerized tomography shortest path
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参考文献8

  • 1NoletG,著.地震层析成像及应用[M].学苑出版社,1989.
  • 2Martinez O, Akhnak M, Ullat L G, F Montero de Espinosa. A small 2D ultrasonic array for NDT applications[J]. NDT&e International, 2003,36 : 57-- 63.
  • 3黄联捷,李幼铭,吴如山.用于图像重建的波前法射线追踪[J].地球物理学报,1992,35(2):223-232. 被引量:51
  • 4Martinez O,Akhnak M, Ullat L G,F Montero de Espinosa. A small 2D ultrasonic array for NDT applications[J]. NDT&e International, 2003,36 : 57- 63.
  • 5Vidale J E. Finite-difference calculation of travel times [J]. Bull., Seis. Soc. Am. 1998,78.
  • 6Rathore S K, Kishore N N, Munshi P. An Improved Method for Ray Tracing Through Curved Inhomogene- ities in Composite Materials[J].Journal of Nondestructive Evaluation, 2003,22 (1) : 1 - 9.
  • 7Moser T. Shortest path calculation of seismic rays [J]. Geophysics. 1991, 56.
  • 8张建中,陈世军,余大祥.最短路径射线追踪方法及其改进[J].地球物理学进展,2003,18(1):146-150. 被引量:88

二级参考文献16

  • 1Dijkstra E W. A note on two problems in connection with graphs[J].Numer. Math., 1959, 1:269-271.
  • 2Nakanishi I, Yamaguchi K. A numerical experiment on nonlinear image reconstruction from first-arrival times for two-dimensional island arc structure[J]. J. Phys. Earth, 1986, 34:195-201.
  • 3Moser T J. Shortest path calculation of seismic rays[J]. Geophysics,1991, 56(1): 59-67.
  • 4Klimes L, Kvasnicha M. 3-D network ray tnlcing[J], Geophys. J.Int., 1994, 116:726-738.
  • 5Zhang J,Toksoz M N. Nonlinear refraction traveltime tomography[J].Geophysics, 1998, 63:1726- 1737.
  • 6Moser T J, Van Eck T, Nolet G. hypocenter determination in strongly heterogeneous earth models using the shortest path method[J]. J. Geophys. Res., 1992, 97:6563 -6572.
  • 7Fischer R,Lees J M. Shortest path my tracing with sparse graphs[J].Geophysics, 1993, 58:987-996.
  • 8Van Avendonk H J A, Harding A J, Orcutt J A, Holbrook W S. Hybrid shortest path and ray bending method for traveltime and raypathc calcuations[J]. Geophysics, 1982,66(2) :648 - 653.
  • 9Johnson D B. Efficient algorithms for shortest paths in sparse networks[J]. Journal of the ACM, 1977, 24:1-13.
  • 10Gallo G, Pallottino S. Shortest path methods:A unifying approach[J]. Mathematical Programming Study, 1986, 26:38 - 64.

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