1. bookVolumen 36 (2014): Edición 2 (June 2014)
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Revista
eISSN
2083-831X
ISSN
0137-6365
Primera edición
09 Nov 2012
Calendario de la edición
4 veces al año
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Two Scales, Hybrid Model for Soils, Involving Artificial Neural Network and Finite Element Procedure

Publicado en línea: 28 Feb 2015
Volumen & Edición: Volumen 36 (2014) - Edición 2 (June 2014)
Páginas: 29 - 36
Detalles de la revista
License
Formato
Revista
eISSN
2083-831X
ISSN
0137-6365
Primera edición
09 Nov 2012
Calendario de la edición
4 veces al año
Idiomas
Inglés

[1] BOSO D.P., LEFIK M., SCHREFLER B.A., Generalised self consistent homogenisation as an inverse problem, ZAMM: Z. Angew. Math. Mech., 2010, 90, 847–860.10.1002/zamm.201000023Search in Google Scholar

[2] DUNCAN J.M., CHANG C.Y., Nonlinear analysis of stress and strain in soils, Journal of the Soil Mechanics and Foundations Division, ASCE, 1970, 96(SM5), 1629–1653.10.1061/JSFEAQ.0001458Search in Google Scholar

[3] DUNCAN J.M., BYRNE P., WONG K.S., MABRY P., Strength, stress–strain and bulk modulus parameters for finite element; analyses of stresses and movements in soil masses, Rep. No. UCB/GT/80-01, University of California, Berkeley, Calif., 1980.Search in Google Scholar

[4] GHABOUSSI J. GARRETT J.H., WU X., Knowledge-Based Modelling of Material Behaviour with Neural Networks, Journal of Engineering Mechanics, 1991, 117, 132–151.10.1061/(ASCE)0733-9399(1991)117:1(132)Search in Google Scholar

[5] LEFIK M., Artificial neural network as a numerical representation of an incremental constitutive law, Poromechanics II, J.–L. Auriault et al. (eds.), Balkema Publishers, 2002, 251–257.10.1201/9781003078807-38Search in Google Scholar

[6] LEFIK M., SCHREFLER B.A., Artificial neural network as an incremental non-linear constitutive model for a finite element code, Computer Methods in Applied Mechanics and Engineering, 2003, 192/28–30, 3265–3283.10.1016/S0045-7825(03)00350-5Search in Google Scholar

[7] PINGYE GUO, WEI-CHAO LI, Development and implementation of Duncan-Chang constitutive model in GeoStudio2007, International Conference on Advances in Computational Modeling and Simulation, Procedia Engineering, 2012, 31, 395–402, available online at www.sciencedirect.com10.1016/j.proeng.2012.01.1042Search in Google Scholar

[8] SHIN H.S., PANDE G.N., On self-learning finite element codes based on monitored response of structures, Computers and Geotechnics, 2000, 27, 161–178.10.1016/S0266-352X(00)00016-1Search in Google Scholar

[9] STARK T.D., EBELING R.M., VETTEL J.J., Hyperbolic stress– strain parameters for silts, Journal of Geotechnical Engineering, 1994, 120, No. 2, 420–440.10.1061/(ASCE)0733-9410(1994)120:2(420)Search in Google Scholar

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