Implementation of Grid-computing Framework for Simulation in Multi-scale Structural Analysis

Data Iranata

Abstract


A new grid-computing framework for simulation in multi-scale structural analysis is presented. Two levels of parallel processing will be involved in this framework: multiple local distributed computing environments connected by local network to form a grid-based cluster-to-cluster distributed computing environment. To successfully perform the simulation, a large-scale structural system task is decomposed into the simulations of a simplified global model and several detailed component models using various scales. These correlated multi-scale structural system tasks are distributed among clusters and connected together in a multi-level hierarchy and then coordinated over the internet. The software framework for supporting the multi-scale structural simulation approach is also presented. The program architecture design allows the integration of several multi-scale models as clients and servers under a single platform. To check its feasibility, a prototype software system has been designed and implemented to perform the proposed concept. The simulation results show that the software framework can increase the speedup performance of the structural analysis. Based on this result, the proposed grid-computing framework is suitable to perform the simulation of the multi-scale structural analysis.

Keywords


grid computing; internet; multi-scale structural analysis; simplified model; detailed model; computer simulation

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References


J. F. Hajjar, J. F. Abel, 1989,“Parallel Processing of Central Difference Transient Analysis for Three-Dimensional Nonlinear Framed Structures”, Communications in Applied Numerical Methods, Vol. 5, No. 1, pp. 39-46.

S. Modak, E. D. Sotelino, 2000,“The iterative group implicit algorithm for parallel transient finite element analysis”, International Journal for Numerical Methods in Engineering, Vol. 47, No. 4, pp. 869-885.

C. Farhat, F. X. Roux, 1991,“A method of finite element tearing and interconnecting and its parallel solution algorithm”, International Journal for Numerical Methods in Engineering, Vol. 32, No. 6, pp. 1205-1227.

H. M. Chen, G. C. Archer, 2005,“New domain decomposition algorithm for nonlinear substructures”, ASCE Journal of Computing in Civil Engineering, Vol. 19, No. 2, pp. 148-159.

A. D’Ambrisi, F. C. Fillippou, 1999,“Modeling of cyclic shear behavior in rc members”, ASCE Journal of Structural Engineering, Vol. 125, No. 10,pp. 1143-1150.

L. N. Lowes, A. Altoontash, 2003,“Modeling of reinforced concrete beam-column joints subjected to cyclic loading”, ASCE Journal of Structural Engineering, Vol. 129, No. 12, pp. 1686-1697.

H. M. Chen, D. Iranata, 2008, “Realistic simulation of reinforced concrete structural systems with combine of simplified and rigorous component model”, Structural Engineering and Mechanics, Vol. 30, No. 5, pp. 619-645.

ETABS Version 9, 2005. Computers and Structures, Inc., Berkeley, California.

ABAQUS Version 6.9, 2008. ABAQUS, Inc., Providence, Rhode Island.




DOI: http://dx.doi.org/10.12962/j20882033.v21i2.82

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