A novel hybrid testing approach for piping systems of industrial plants

被引:8
作者
Bursi, Oreste S. [1 ]
Abbiati, Giuseppe [1 ]
Reza, Md S. [1 ]
机构
[1] Univ Trent, Dept Civil Environm & Mech Engn, I-38123 Trento, Italy
关键词
pseudo-dynamic test; real-time test; model reduction; coupled system; piping system; SEISMIC PERFORMANCE; ALGORITHMS;
D O I
10.12989/sss.2014.14.6.1005
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The need for assessing dynamic response of typical industrial piping systems subjected to seismic loading motivated the authors to apply model reduction techniques to experimental dynamic substructuring. Initially, a better insight into the dynamic response of the emulated system was provided by means of the principal component analysis. The clear understanding of reduction basis requirements paved the way for the implementation of a number of model reduction techniques aimed at extending the applicability range of the hybrid testing technique beyond its traditional scope. Therefore, several hybrid simulations were performed on a typical full-scale industrial piping system endowed with a number of critical components, like elbows, Tee joints and bolted flange joints, ranging from operational to collapse limit states. Then, the favourable performance of the L-Stable Real-Time compatible time integrator and an effective delay compensation method were also checked throughout the testing campaign Finally, several aspects of the piping performance were commented and conclusions drawn.
引用
收藏
页码:1005 / 1030
页数:26
相关论文
共 45 条
[1]  
[Anonymous], NUREGCR6983 US NRC
[2]  
[Anonymous], THEORY MANUAL ABAQUS
[3]  
[Anonymous], 2012, SIM V 8 0
[4]  
[Anonymous], P 9 US NAT 10 CAN C
[5]  
ANSYS, 2007, REL 11 0 DOC ANSYS
[6]   Seismic performance of a 3D full-scale high-ductile steel-concrete composite moment-resisting frame-Part II: Test results and analytical validation [J].
Braconi, A. ;
Bursi, O. S. ;
Fabbrocino, G. ;
Salvatore, W. ;
Taucer, F. ;
Tremblay, R. .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2008, 37 (14) :1635-1655
[7]   Seismic performance of a 3D full-scale high-ductility steel-concrete composite moment-resisting structure-Part I: Design and testing, procedure [J].
Braconi, A. ;
Bursi, O. S. ;
Fabbrocino, G. ;
Salvatore, W. ;
Tremblay, R. .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2008, 37 (14) :1609-1634
[8]   Novel coupling Rosenbrock-based algorithms for real-time dynamic substructure testing [J].
Bursi, O. S. ;
Gonzalez-Buelga, A. ;
Vulcan, L. ;
Neild, S. A. ;
Wagg, D. J. .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2008, 37 (03) :339-360
[9]   Rosenbrock-based algorithms and subcycling strategies for real-time nonlinear substructure testing [J].
Bursi, O. S. ;
Jia, C. ;
Vulcan, L. ;
Neild, S. A. ;
Wagg, D. J. .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2011, 40 (01) :1-19
[10]  
Bursi OS, 2008, CISM INT CTR MECH SC, V502