Design and application of structural health monitoring system in long-span cable-membrane structure
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摘要
Cable-membrane structures have small rigidity and are highly sensitive to wind. Structural health monitoring is necessary to ensure the serviceability and safety of the structure. In this research, the design method of a structural health monitoring system is using the characteristics of a cable-membrane structure. Taking the Yueyang Sanhe Airport Terminal as an example, a finite element model is established to determine the critical structural components. Next, the engineering requirements and the framework of the monitoring system are studied based on the results of numerical analysis. The specific implementation of the structural health monitoring is then carried out, which includes sensor selection, installation and wiring. The proposed framework is successfully applied to the monitoring system for the Yueyang Airport terminal building, and the synchronous acquisition of fiber Bragg grating and acceleration sensor signals is implemented in an innovative way. The successful implementation and operation of structural health monitoring will help to guarantee the safety of the cablemembrane structure during its service life.
Cable-membrane structures have small rigidity and are highly sensitive to wind. Structural health monitoring is necessary to ensure the serviceability and safety of the structure. In this research, the design method of a structural health monitoring system is using the characteristics of a cable-membrane structure. Taking the Yueyang Sanhe Airport Terminal as an example, a finite element model is established to determine the critical structural components. Next, the engineering requirements and the framework of the monitoring system are studied based on the results of numerical analysis. The specific implementation of the structural health monitoring is then carried out, which includes sensor selection, installation and wiring. The proposed framework is successfully applied to the monitoring system for the Yueyang Airport terminal building, and the synchronous acquisition of fiber Bragg grating and acceleration sensor signals is implemented in an innovative way. The successful implementation and operation of structural health monitoring will help to guarantee the safety of the cablemembrane structure during its service life.
Cable-membrane structures have small rigidity and are highly sensitive to wind. Structural health monitoring is necessary to ensure the serviceability and safety of the structure. In this research, the design method of a structural health monitoring system is using the characteristics of a cable-membrane structure. Taking the Yueyang Sanhe Airport Terminal as an example, a finite element model is established to determine the critical structural components. Next, the engineering requirements and the framework of the monitoring system are studied based on the results of numerical analysis. The specific implementation of the structural health monitoring is then carried out, which includes sensor selection, installation and wiring. The proposed framework is successfully applied to the monitoring system for the Yueyang Airport terminal building, and the synchronous acquisition of fiber Bragg grating and acceleration sensor signals is implemented in an innovative way. The successful implementation and operation of structural health monitoring will help to guarantee the safety of the cablemembrane structure during its service life.
引文
Ando K,Mitsugi J and Senbokuya Y(2000a),“Analyses of Cable-Membrane Structure Combined with Deployable Truss,”Computers&Structures,74(1):21?39.
Ando K,Mitsugi J and Senbokuya Y(2000b),“Analyses of Cable-Membrane Structure Combined with Deployable Truss,”Computers&Structures,74(1):21?39.
Cha YJ and Buyukozturk O(2015),“Structural Damage Detection Using Modal Strain Energy and Hybrid Multiobjective Optimization,”Computer-Aided Civil and Infrastructure Engineering,30(5):347?358.
Chen Z,Cai Q,Lei Y and Zhu S(2014),“Damage Detection of Long-Span Bridges Using Stress Influence Lines Incorporated Control Charts,”Science China Technological Sciences,57(9):1689?1697.
Chen ZW,Yang WB,Li J,Cheng QF and Cai QL(2017),“A Systematic Method from Influence Line Identification to Damage Detection:Application to RCBridges,”Computers and Concrete,20(5):563?572.
Cheung MS,Tadros GS,Brown T,Delger WH,Ghali Aand Lau DT(1997),“Field Monitoring and Research on Performance of the Confederation Bridge,”Canadian Journal of Civil Engineering,24(6):951?962.
Cullington DW,MacNeil D,Paulson P and Elliott J(2001),“Continuous Acoustic Monitoring of Grouted Post-Tensioned Concrete Bridges,”Ndt&EInternational,34(2):95?105.
Hajializadeh D,OBrien EJ and O’Connor AJ(2017),“Virtual Structural Health Monitoring and Remaining Life Prediction of Steel Bridges,”Canadian Journal of Civil Engineering,44(4):264?273.
Han PS and Olson MD(1987),“interactive Analysis of Wind-Loaded Pneumatic Membrane Structures,”Computers&Structures,25(5):699?712.
Hincz K and Gamboa-Marrufo M(2016),“Deformed Shape Wind Analysis of Tensile Membrane Structures,”Journal of Structural Engineering,142(3).
Ivanyi P(2013),“A New Conceptual Design Tool for Cable-Membrane Structures,”Advances in Engineering Software,57:33?39.
Ivanyi P and Topping B(1997),“A New Graph Representation for Cable-Membrane Structures,”Advances in Engineering Software,33(5):273?279.
Koohestani K(2014),“Nonlinear Force Density Method for the Form-Finding of Minimal Surface Membrane Structures,”Communications in Nonlinear Science and Numerical Simulation,19(6):2071?2087.
Li J,Hao H,Xia Y and Zhu HP(2014),“Damage Detection of Shear Connectors in Bridge Structures with Transmissibility in Frequency Domain,”International Journal of Structural Stability and Dynamics,14(2):1?33.
Li J and Hao H(2016),“Health Monitoring of Joint Conditions in Steel Truss Bridges with Relative Displacement Sensors,”Measurement,88(Supplement C):360?371.
Perez MG,Kang T,Sin I,Kim SD(2016),“Nonlinear Analysis and Design of Membrane Fabric Structures:Modeling Procedure and Case Studies,”Journal of Structural Engineering,142(11).
Qin SQ and Gao ZY(2017),“Developments and Prospects of Long-Span High-Speed Railway Bridge Technologies in China,”Engineering,3(6):787?794.
Shi JX,Wu ZQ,Tsukimoto S and Shimoda M(2018),“Design Optimization of Cable-Membrane Structures for Form-Finding and Stiffness Maximization,”Composite Structures,192:528?536.
Tan CH,Shee YG,Yap BK and Adikan F(2016),“Fiber
Bragg Grating Based Sensing System:Early Corrosion Detection for Structural Health Monitoring,”Sensors and Actuators A-Physical,246:123?128.
Yang DH,Yi TH and Li HN(2018a),“Monitoring and Analysis of Thermal Effect on Tower Displacement in Cable-Stayed Bridge,”Measurement,115(2018):249?257.
Yang DH,Yi TH and Li HN(2018b),“Train-Induced Dynamic Behavior Analysis of Longitudinal Girder in Cable-Stayed Bridge,”Smart Structures and Systems,21(5):549?559.
Ando K,Mitsugi J and Senbokuya Y(2000b),“Analyses of Cable-Membrane Structure Combined with Deployable Truss,”Computers&Structures,74(1):21?39.
Cha YJ and Buyukozturk O(2015),“Structural Damage Detection Using Modal Strain Energy and Hybrid Multiobjective Optimization,”Computer-Aided Civil and Infrastructure Engineering,30(5):347?358.
Chen Z,Cai Q,Lei Y and Zhu S(2014),“Damage Detection of Long-Span Bridges Using Stress Influence Lines Incorporated Control Charts,”Science China Technological Sciences,57(9):1689?1697.
Chen ZW,Yang WB,Li J,Cheng QF and Cai QL(2017),“A Systematic Method from Influence Line Identification to Damage Detection:Application to RCBridges,”Computers and Concrete,20(5):563?572.
Cheung MS,Tadros GS,Brown T,Delger WH,Ghali Aand Lau DT(1997),“Field Monitoring and Research on Performance of the Confederation Bridge,”Canadian Journal of Civil Engineering,24(6):951?962.
Cullington DW,MacNeil D,Paulson P and Elliott J(2001),“Continuous Acoustic Monitoring of Grouted Post-Tensioned Concrete Bridges,”Ndt&EInternational,34(2):95?105.
Hajializadeh D,OBrien EJ and O’Connor AJ(2017),“Virtual Structural Health Monitoring and Remaining Life Prediction of Steel Bridges,”Canadian Journal of Civil Engineering,44(4):264?273.
Han PS and Olson MD(1987),“interactive Analysis of Wind-Loaded Pneumatic Membrane Structures,”Computers&Structures,25(5):699?712.
Hincz K and Gamboa-Marrufo M(2016),“Deformed Shape Wind Analysis of Tensile Membrane Structures,”Journal of Structural Engineering,142(3).
Ivanyi P(2013),“A New Conceptual Design Tool for Cable-Membrane Structures,”Advances in Engineering Software,57:33?39.
Ivanyi P and Topping B(1997),“A New Graph Representation for Cable-Membrane Structures,”Advances in Engineering Software,33(5):273?279.
Koohestani K(2014),“Nonlinear Force Density Method for the Form-Finding of Minimal Surface Membrane Structures,”Communications in Nonlinear Science and Numerical Simulation,19(6):2071?2087.
Li J,Hao H,Xia Y and Zhu HP(2014),“Damage Detection of Shear Connectors in Bridge Structures with Transmissibility in Frequency Domain,”International Journal of Structural Stability and Dynamics,14(2):1?33.
Li J and Hao H(2016),“Health Monitoring of Joint Conditions in Steel Truss Bridges with Relative Displacement Sensors,”Measurement,88(Supplement C):360?371.
Perez MG,Kang T,Sin I,Kim SD(2016),“Nonlinear Analysis and Design of Membrane Fabric Structures:Modeling Procedure and Case Studies,”Journal of Structural Engineering,142(11).
Qin SQ and Gao ZY(2017),“Developments and Prospects of Long-Span High-Speed Railway Bridge Technologies in China,”Engineering,3(6):787?794.
Shi JX,Wu ZQ,Tsukimoto S and Shimoda M(2018),“Design Optimization of Cable-Membrane Structures for Form-Finding and Stiffness Maximization,”Composite Structures,192:528?536.
Tan CH,Shee YG,Yap BK and Adikan F(2016),“Fiber
Bragg Grating Based Sensing System:Early Corrosion Detection for Structural Health Monitoring,”Sensors and Actuators A-Physical,246:123?128.
Yang DH,Yi TH and Li HN(2018a),“Monitoring and Analysis of Thermal Effect on Tower Displacement in Cable-Stayed Bridge,”Measurement,115(2018):249?257.
Yang DH,Yi TH and Li HN(2018b),“Train-Induced Dynamic Behavior Analysis of Longitudinal Girder in Cable-Stayed Bridge,”Smart Structures and Systems,21(5):549?559.
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