Journal of engineering mechanics, Vol. 132 N°5. Journal of Engineering Mechanics - Mai 2006
| Titre : | Journal of engineering mechanics, Vol. 132 N°5. Journal of Engineering Mechanics - Mai 2006 |
| Type de document : | Bulletin |
| Paru le : | 06/09/2006 |
Dépouillements
Article : texte imprimé
Huang, Ching-Tung, Auteur ;
Schueller, Gerhart L., Éditeur scientifique ;
Iwan, Wilfred D., Auteur
|
This paper presents an approach for analyzing nonlinear systems with parameter uncertainty subjected to stochastic excitation. The uncertain parameters are modeled as time-independent random variables. A general solution procedure based on equiv[...]
Article : texte imprimé
Katafygiotis, L. S., Auteur ;
Schueller, Gerhart L., Éditeur scientifique ;
Sai Hung Cheung, Auteur
|
In this paper the problem of calculating the probability of failure of linear dynamic systems subjected to random vibrations is considered. This is a very important and challenging problem in structural reliability. The failure domain in this ca[...]
Article : texte imprimé
Thakkar, Bhairav K., Auteur ;
Manzari, Madjid T., Éditeur scientifique ;
Pandey, P. C., Auteur
|
Continuum damage mechanics based progressive failure analysis of an aluminum alloy AL2024-T3 plate has been carried out. Isotropic continuum damage mechanics model proposed by Chandrakanth and Pandey in 1995 has been implemented in a nonlinear f[...]
Article : texte imprimé
Leung, Christopher K. Y., Auteur ;
Klenke, Marcus, Auteur ;
Tung, W. K. ;
Luk, Herman C. Y. ;
Franz-Josef Ulm, Éditeur scientifique
|
For concrete beams and slabs, the bonding of fiber reinforced plastic (FRP) plates to the bottom surface is an effective and efficient technique for flexural strengthening. Failure of strengthened members often occurs due to stress concentration[...]
Article : texte imprimé
Leung, Christopher K. Y., Auteur ;
Tung, W. K., Auteur ;
Sture, Stein, Éditeur scientifique
|
Concrete beams retrofitted with bonded fiber reinforced plastic (FRP) plates often fail by debonding of the plate from the concrete surface. To predict the failure load in design, a proper debonding model is required. As debonding is a nonlinear[...]
Article : texte imprimé
Berryman, James G., Auteur ;
Abousleiman, Younane, Éditeur scientifique
|
It is demonstrated that effective medium theories for poroelastic composites such as rocks can be formulated easily by analogy to well-established methods used for elastic composites. An identity analogous to Eshelby's classic result has been de[...]
Article : texte imprimé
Sheibany, Farrokh, Auteur ;
Ghaemian, Mohsen, Auteur ;
Masud, Arif, Éditeur scientifique
|
A three-dimensional finite element analysis is carried out to determine the thermal stresses of a concrete arch dam. Appropriate heat transfer boundary conditions in the dam body are used for air and reservoir temperature as well as solar radia[...]
Article : texte imprimé
Chang Lin, Auteur ;
Chang, Sung-Chieh, Auteur ;
Tsung-Chun Ho ;
Chang, Kuang-An ;
Teng, Michelle H., Éditeur scientifique
|
A solitary wave interacting with a bottom mounted rectangular dike was studied experimentally using the quantitative particle image velocimetry (PIV) technique and two qualitative flow visualization techniques, including the laser induced fluor[...]
Article : texte imprimé
Lin, Han, Auteur ;
Sture, Stein, Éditeur scientifique ;
Penumadu, Dayakar, Auteur
|
A series of combined axial-torsional tests were performed to study the 3D mechanical behavior of kaolin clay in an undrained condition. Using the digital image analysis technique, discrete local deformation of the surface of a hollow cylindrical[...]
Article : texte imprimé
Jeremy Lechman, Auteur ;
Ning Lu, Auteur ;
Wu, David ;
Ooi, J. Y., Éditeur scientifique
|
The dependences of matric suction and capillary stress on the degree of saturation in monodisperse disk-shaped particles are established for the full range of the degree of saturation. A thermodynamic free energy approach is employed to obtain b[...]
Article : texte imprimé
Zhong, Hongzhi, Auteur ;
Gu, Chao, Auteur ;
Rasheed, Haider A., Éditeur scientifique
|
This paper is concerned with the buckling analysis of simply supported rectangular Reissner-Mindlin plates subjected to linearly varying edge loads. An analytical solution is developed and the effect of load intensity variation on the critical [...]
Exemplaires(0)
| Disponibilité | ||||
|---|---|---|---|---|
| aucun exemplaire | ||||
