Technical Papers
Nov 21, 2017

Force-Based Frame Element Implementation for Real-Time Hybrid Simulation Using Explicit Direct Integration Algorithms

Publication: Journal of Structural Engineering
Volume 144, Issue 2

Abstract

Existing state determination procedures for force-based finite elements use either an iterative scheme at the element level or a noniterative scheme at the element level that relies on an iterative solution algorithm for the global equilibrium equations. The former cannot ensure convergence in real-time computations, whereas the latter requires an implicit direct integration algorithm; therefore, these procedures are not applicable to real-time hybrid simulation (RTHS) utilizing an explicit direct integration algorithm. A new procedure is developed based on a fixed number of iterations and an unconditionally stable explicit model-based integration algorithm. If the maximum number of iterations is reached, element resisting forces are corrected to re-establish compatibility, and unbalanced section forces are carried over to and corrected in the next time step. This procedure is used in the numerical simulation and RTHS of an earthquake-excited two-story reinforced concrete building. Results show that an accurate solution can be obtained even without performing any iteration. The influence of the model-based parameters of the integration algorithm on the stability and accuracy of the RTHS is also studied.

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Acknowledgments

The authors acknowledge the financial support provided by the P. C. Rossin College of Engineering and Applied Science (RCEAS) fellowship and the Gibson fellowship awarded to the first author through the Department of Civil and Environmental Engineering, Lehigh University. The testing was performed at the NHERI Lehigh Experimental Facility, whose operation is supported by the National Science Foundation under Cooperative Agreement No. CMMI-1520765. The opinions expressed in this paper are those of the authors and do not necessarily reflect the views of the sponsor.

References

ACI (American Concrete Institute). (2011). “Building code requirements for structural concrete and commentary.” ACI 318-11, Farmington Hills, MI.
ASCE. (2010). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-10, Reston, VA.
Bursi, O. S., Abbiati, G., and Reza, M. S. (2014). “A novel hybrid testing approach for piping systems of industrial plants.” Smart Struct. Syst., 14(6), 1005–1030.
Chae, Y., Kazemibidokhti, K., and Ricles, J. M. (2013). “Adaptive time series compensator for delay compensation of servo-hydraulic actuator systems for real-time hybrid simulation.” Earthquake Eng. Struct. Dyn., 42(11), 1697–1715.
Charney, F. A. (2008). “Unintended consequences of modeling damping in structures.” J. Struct. Eng., 581–592.
Coleman, J., and Spacone, E. (2001). “Localization issues in force-based frame elements.” J. Struct. Eng., 1257–1265.
Feng, D., Kolay, C., Ricles, J., and Li, J. (2016). “Collapse simulation of reinforced concrete frame structures.” Struct. Des. Tall Spec. Build., 25(12), 578–601.
Filippou, F. C., Popov, E., and Bertero, V. (1983). “Effect of bond deterioration on hysteretic behavior of reinforced concrete joints.”, Earthquake Engineering Research Center, Univ. of California, Berkeley, CA.
Hall, J. F. (2006). “Problems encountered from the use (or misuse) of Rayleigh damping.” Earthquake Eng. Struct. Dyn., 35(5), 525–545.
ICC (International Code Council). (2012). International building code, Falls Church, VA.
Karavasilis, T. L., Seo, C.-Y., and Ricles, J. M. (2012). “HybridFEM: A program for dynamic time history analysis and real-time hybrid simulation.”, Lehigh Univ., Bethlehem, PA.
Karsan, I. D., and Jirsa, J. O. (1969). “Behavior of concrete under compressive loadings.” J. Struct. Div., 95(12), 2543–2564.
Kennedy, J., and Eberhart, R. (1995). “Particle swarm optimization.” Proc., IEEE Int. Conf. Neural Networks, Vol. 4, IEEE, New York, 1942–1948.
Kolay, C. (2016). “Parametrically dissipative explicit direct integration algorithms for computational and experimental structural dynamics.” Ph.D. dissertation, Lehigh Univ., Bethlehem, PA.
Kolay, C., and Ricles, J. M. (2014). “Development of a family of unconditionally stable explicit direct integration algorithms with controllable numerical energy dissipation.” Earthquake Eng. Struct. Dyn., 43(9), 1361–1380.
Kolay, C., and Ricles, J. M. (2016). “Assessment of explicit and semi-explicit classes of model-based algorithms for direct integration in structural dynamics.” Int. J. Numer. Methods Eng., 107(1), 49–73.
Kolay, C., and Ricles, J. M. (2017). “Improved explicit integration algorithms for structural dynamic analysis with unconditional stability and controllable numerical dissipation.” J. Earthquake Eng., 1–22.
Kolay, C., Ricles, J. M., Marullo, T. M., Mahvashmohammadi, A., and Sause, R. (2015). “Implementation and application of the unconditionally stable explicit parametrically dissipative KR-α method for real-time hybrid simulation.” Earthquake Eng. Struct. Dyn., 44(5), 735–755.
MATLAB [Computer software]. MathWorks, Inc., Natick, MA.
Menegotto, M., and Pinto, P. E. (1973). “Method of analysis for cyclically loaded RC plane frames including changes in geometry and non-elastic behavior of elements under combined normal.” Proc., IABSE Symp. Resistance and Ultimate Deformability of Structures Acted on by Well Defined Repeated Loads, Lisbon, Portugal, 15–22.
Neuenhofer, A., and Filippou, F. C. (1997). “Evaluation of nonlinear frame finite-element models.” J. Struct. Eng., 958–966.
Newmark, N. (1959). “A method of computation for structural dynamics.” J. Eng. Mech. Div., 85(3), 67–94.
OpenSees [Computer software]. Pacific Earthquake Engineering Research Center, Univ. of California, Berkeley, CA.
Paulay, T., and Priestley, M. (1992). Seismic design of reinforced concrete and masonry buildings, 1st Ed., Wiley, New York.
Ricles, J., and Popov, E. (1994). “Inelastic link element for EBF seismic analysis.” J. Struct. Eng., 441–463.
Scott, B. D., Park, R., and Priestley, M. J. N. (1982). “Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates.” ACI J., 79(1), 13–27.
Scott, M. H., and Fenves, G. L. (2006). “Plastic hinge integration methods for force-based beam-column elements.” J. Struct. Eng., 244–252.
Simulink [Computer software]. MathWorks, Inc., Natick, MA.
Spacone, E., Ciampi, V., and Filippou, F. C. (1996). “Mixed formulation of nonlinear beam finite element.” Comput. Struct., 58(1), 71–83.
Taucer, F. F., Spacone, E., and Filippou, F. C. (1991). “A fiber beam-column element for seismic response analysis of reinforced concrete structures.”, Earthquake Engineering Research Center, Univ. of California, Berkeley, CA.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 144Issue 2February 2018

History

Received: Oct 19, 2016
Accepted: Jul 14, 2017
Published online: Nov 21, 2017
Published in print: Feb 1, 2018
Discussion open until: Apr 21, 2018

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Authors

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Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur 208016, India (corresponding author). ORCID: https://orcid.org/0000-0002-2065-2589. E-mail: [email protected]
James M. Ricles [email protected]
Bruce G. Johnston Professor, Dept. of Civil Engineering, Lehigh Univ., Bethlehem, PA 18015. E-mail: [email protected]

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