Journal of engineering mechanics, Vol. 136 N° 11. Journal of engineering mechanics - Novembre 2010
| Titre : | Journal of engineering mechanics, Vol. 136 N° 11. Journal of engineering mechanics - Novembre 2010 |
| Type de document : | Bulletin |
| Paru le : | 02/02/2011 |
Dépouillements
Article : texte imprimé
Franck J. Vernerey, Auteur ;
Brian Moran, Auteur
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A nonlinear, large deformation beam/column formulation is used to model the behavior of the human spine under compressive load. The stabilizing roles of muscles are accounted for using Patwardhan’s assumption that muscles act to direct the load [...]
Article : texte imprimé
Cenk Tort, Auteur ;
Jerome F. Hajjar, Auteur
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A beam finite-element formulation following Euler-Bernoulli beam theory is presented for geometrically and materially nonlinear analysis of rectangular concrete-filled steel tube (RCFT) beam-columns. The formulation is geared for conducting tran[...]
Article : texte imprimé
Qindan Huang, Auteur ;
Paolo Gardoni, Auteur ;
Stefan Hurlebaus, Auteur
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In performance-based seismic design, general and practical seismic demand models of structures are essential. This paper proposes a general methodology to construct probabilistic demand models for reinforced concrete (RC) highway bridges with on[...]
Article : texte imprimé
Article : texte imprimé
Wieslaw K. Binienda, Auteur ;
Xuetao Li, Auteur
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A mesoscale three-dimensional finite-element model is set up to model two-dimensional triaxially braided composites. Unit cell scheme is used to take into account braiding architecture as well as mechanical behavior of fiber tows, matrix, and fi[...]
Article : texte imprimé
Oreste S. Bursi, Auteur ;
Leqia He, Auteur ;
Charles-Philippe Lamarche, Auteur
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The simulation in real time of heterogeneous systems has to guarantee that the time integration of the equations of motion is always successfully completed within an a priori fixed sampling time interval. Therefore, numerical and/or physical sub[...]
Article : texte imprimé
Michele Barbato, Auteur ;
Quan Gu, Auteur ;
Joel P. Conte, Auteur
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Structural reliability problems involving the use of advanced finite-element models of real-world structures are usually defined by limit-states expressed as functions (referred to as limit-state functions) of basic random variables used to char[...]
Article : texte imprimé
A. T. Myers, Auteur ;
A. M. Kanvinde, Auteur ;
G. G. Deierlein, Auteur
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The stress modified critical strain (SMCS) criterion provides a local index for the initiation of ductile fracture in metals as a function of plastic strain and stress triaxiality. Previous research has confirmed the SMCS criterion to be an accu[...]
Article : texte imprimé
Qiang Zhou, Auteur ;
Søren R. K. Nielsen, Auteur ;
Weilian Qu, Auteur
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Considering the coupling between the in-plane and out-of-plane vibration, the stochastic response of an inclined shallow cable with linear viscous dampers subjected to Gaussian white noise excitation is investigated in this paper. Selecting the [...]
Article : texte imprimé
Fatima Allou, Auteur ;
Christophe Petit, Auteur ;
Cyrille Chazallon, Auteur
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Rutting, due to permanent deformations of unbound materials, is one of the principal damage modes of low traffic pavements. Flexible pavement design methods remain empirical; they do not take into account the inelastic behavior of pavement mater[...]
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