Zobrazeno 1 - 10
of 140
pro vyhledávání: '"Stein Sture"'
Publikováno v:
Computer Modeling in Engineering & Sciences. 129:1283-1303
Publikováno v:
Poromechanics ISBN: 9781003078487
Poromechanics
Poromechanics
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e25cbaae7ae8ab3897a91b4a264d9ebe
https://doi.org/10.1201/9781003078487-18
https://doi.org/10.1201/9781003078487-18
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 41:918-939
Summary The paper proposes a stress-driven integration strategy for Perzyna-type viscoplastic constitutive models, which leads also to a convenient algorithm for viscoplastic relaxation schemes. A generalized trapezoidal rule for the strain increment
Autor:
Stein Sture
Publikováno v:
Physics and Mechanics of Soil Liquefaction ISBN: 9780203743317
Physics and Mechanics of Soil Liquefaction
Physics and Mechanics of Soil Liquefaction
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a03453707c7f72d084d87eda0cd1556b
https://doi.org/10.1201/9780203743317-11
https://doi.org/10.1201/9780203743317-11
Publikováno v:
Journal of Engineering Mechanics. 140:74-81
A linear thermoelastic isotropic material is considered. A complete solution in terms of three scalar potential functions for the coupled displacement-temperature equations of motion and heat equation is presented, where the governing equations for t
Autor:
Alireza A. Ardalan, Morteza Eskandari-Ghadi, Stein Sture, M. Raoofian Naeeni, Mohammad Rahimian
Publikováno v:
ZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik. 95:354-376
With the aid of a complete set of two scalar potential functions, the transient responses of an isotropic thermoelastic half-space subjected to time dependent tractions and heat flux applied to a finite patch at an arbitrary depth below a free surfac
Publikováno v:
Journal of Engineering Mechanics. 139:903-915
Moisture diffusivity of saturated concrete varies with decreasing temperature. The variation depends on the amount of ice formed in pores and on the extent of the damage induced by the formation of ice. Ice crystals in the pores decrease the moisture
Autor:
Yu Bao, Stein Sture
Publikováno v:
Computers and Geotechnics. 38:375-382
In this paper, the application of an efficient, transparent and accurate kinematic-cyclic constitutive model based on the fuzzy-set concepts and incremental plasticity theory is presented to show its capability in modeling cyclic mobility of saturate
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 35:1656-1681
In a previous publication we developed a new mixed least-squares method for poro-elasticity. The approximate solution was obtained via a minimization of a least-squares functional, based upon the equations of equilibrium, the equations of continuity
Autor:
Stein Sture, Yu Bao
Publikováno v:
International Journal of Advances in Engineering Sciences and Applied Mathematics. 2:119-124
The mechanical behavior of saturated soil is mainly governed by the interaction between the soil skeleton and the pore fluid, and this interaction may lead to significant loss of strength known as liquefaction under seismic loading conditions. The ma