Laser-Based Field Measurement for a Bridge Finite-Element Model Validation

AbstractIn bridge engineering, laser-based measurement techniques show promise in assisting field tests due to their noncontact features. A case study of using laser-based remote sensing to help collect data during in situ testing for a bridge finite-element (FE) model validation is reported in this paper. The skewed two-span bridge in this study was constructed with nine high performance steel girders in two phases. A three-dimensional (3D) FE model of the bridge superstructure was developed based on the information provided by the design files. Various field tests were performed to validate the model: (1) light detection and ranging (LiDAR) scanning, (2) static truck load tests, and (3) laser Doppler vibrometer testing. The LiDAR scanner collected geometrical information of the actual bridge. It was also used to measure girder deflections during load testing. The fundamental frequency of the bridge vibration was obtained by using a laser Doppler vibrometer (LDV). In situ dynamic and static measurements ...

[1]  Wanqiu Liu,et al.  Application of 3D LIDAR Scan of a Bridge under Static Load Testing , 2010 .

[2]  Kent Gylltoft,et al.  Improved bridge evaluation through finite element model updating using static and dynamic measurements , 2009 .

[3]  Hota V. S. GangaRao,et al.  A novel damage detection technique using scanning laser vibrometry and a strain energy distribution method , 2000 .

[4]  James M. W. Brownjohn,et al.  Dynamic Assessment of Curved Cable-Stayed Bridge by Model Updating , 2000 .

[5]  Kaoshan Dai,et al.  Development of a baseline model for a steel girder bridge using remote sensing and load tests , 2011, Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.

[6]  Daniel G. Linzell,et al.  Response of a continuous, skewed, steel bridge during deck placement , 2005 .

[7]  Wanqiu Liu,et al.  Enhanced bridge management via integrated remote sensing , 2010 .

[8]  Mohsen Shahawy,et al.  Analytical and Field Investigation of Lateral Load Distribution in Concrete Slab-On-Girder Bridges , 2001 .

[9]  J. K. Hiers,et al.  Ground-based LIDAR: a novel approach to quantify fine-scale fuelbed characteristics , 2009 .

[10]  Carmelo Gentile,et al.  Output-only modal identification of a reinforced concrete bridge from radar-based measurements , 2008 .

[11]  Maria Q. Feng,et al.  Baseline Models for Bridge Performance Monitoring , 2004 .

[12]  Feng Lu,et al.  Nonlinear Finite-Element Analysis for Highway Bridge Superstructures , 2003 .

[13]  Narendra Taly Design of Modern Highway Bridges , 1997 .

[14]  Charles R. Farrar,et al.  MICROWAVE INTERFEROMETERS FOR NON-CONTACT VIBRATION MEASUREMENTS ON LARGE STRUCTURES , 1999 .

[15]  Paul A. Fuchs,et al.  LASER-BASED INSTRUMENTATION FOR BRIDGE LOAD TESTING , 2004 .

[16]  Mounir Mabsout,et al.  FINITE-ELEMENT ANALYSIS OF STEEL GIRDER HIGHWAY BRIDGES , 1997 .

[17]  Paul A. Fuchs,et al.  APPLICATIONS OF LASER-BASED INSTRUMENTATION FOR HIGHWAY BRIDGES , 2004 .

[18]  Hani Nassif,et al.  Comparison of laser Doppler vibrometer with contact sensors for monitoring bridge deflection and vibration , 2005 .

[19]  Shen-En Chen,et al.  Reliability analysis of bridge evaluations based on 3D Light Detection and Ranging data , 2013 .

[20]  Enrico Primo Tomasini,et al.  Laser Doppler Vibrometry: Development of advanced solutions answering to technology's needs , 2006 .

[21]  Lorenzo Scalise,et al.  Fault detection for quality control of household appliances by non-invasive laser Doppler technique and likelihood classifier , 1999 .

[22]  G. Asner,et al.  Comparison of gully erosion estimates using airborne and ground-based LiDAR on Santa Cruz Island, California , 2010 .

[23]  S.-E. Chen,et al.  Nondestructive bridge cable tension assessment using laser vibrometry , 2005 .

[24]  Elisa D. Sotelino,et al.  Three-dimensional finite element modeling of composite girder bridges , 2006 .

[25]  N. E. Shanmugam,et al.  Nonlinear analysis of steel-concrete composite beams curved in plan , 1999 .

[26]  Shen-En Chen,et al.  Three-Dimensional Terrestrial LIDAR for Operational Bridge Clearance Measurements , 2012 .

[27]  Karl E Barth,et al.  Efficient nonlinear finite element modeling of slab on steel stringer bridges , 2006 .

[28]  D. Satpathi,et al.  Dynamic characterization of a long span bridge: A finite element based approach , 1997 .

[29]  Jong-Jae Lee,et al.  Real-Time Displacement Measurement of a Flexible Bridge Using Digital Image Processing Techniques , 2006 .

[30]  Jian Jun Lin,et al.  Nonlinear analysis of composite bridges by the finite element method , 1991 .

[31]  P. Chen,et al.  SOLVING LARGE SYSTEMS OF EQUATIONS ON INTEL-PARAGON , 1999 .

[32]  Jeong-Ho Kim,et al.  Development of a baseline for structural health monitoring for a curved post-tensioned concrete box–girder bridge , 2009 .

[33]  Wei-Xin Ren,et al.  Baseline finite element modeling of a large span cable-stayed bridge through field ambient vibration tests , 2005 .