Terrestrial Laser Scanning-Based Structural Damage Assessment

被引:221
作者
Olsen, Michael J. [1 ]
Kuester, Falko [2 ]
Chang, Barbara J. [2 ]
Hutchinson, Tara C. [2 ]
机构
[1] Oregon State Univ, Dept Civil & Construct Engn, Corvallis, OR 97331 USA
[2] Univ Calif San Diego, Dept Struct Engn, La Jolla, CA 92093 USA
基金
美国国家科学基金会;
关键词
MODEL;
D O I
10.1061/(ASCE)CP.1943-5487.0000028
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Terrestrial laser scanning (TLS) provides a rapid, remote sensing technique to model 3D objects. Previous work applying TLS to structural analysis has demonstrated its effectiveness in capturing simple beam deflections and modeling existing structures. This paper extends TLS to the application of damage detection and volumetric change analysis for a full-scale structural test specimen. Importantly, it provides a framework necessary for such applications, in combination with an analysis approach that does not require tedious development of complex surfaces. Intuitive slicing analysis methods are presented, which can be automated for rapid generation of results. In comparison with conventional photographic and surface analysis methods, the proposed approach proved consistent. Furthermore, the TLS data provided additional insight into geometric change not apparent using conventional methods. As with any digital record, a key benefit to the proposed approach is the resulting virtual test specimen, which is available for posttest analysis long after the original specimen is demolished. Uncertainties that can be introduced from large TLS data sets, mixed pixels and parallax in the TLS analysis are also discussed.
引用
收藏
页码:264 / 272
页数:9
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