نتایج جستجو برای: coulomb failure criterion

تعداد نتایج: 460043  

تورانی, کیخسرو, سیدی حسینی‌نیا, سید احسان, محبوبی اردکانی, احمد رضا,

Although a significant portion of conditions encountered in geotechnical engineering, for investigating engineering behavior of soil, involves unsaturated soils; the traditional analysis and design approach has been to assume the limiting conditions of soils being either completely dry or completely saturated. In unsaturated soils the capillary force produce attractive forces between particles....

2003
A. WÓJS

The mean field (MF) composite Fermion (CF) picture successfully predicts the low-lying bands of states of fractional quantum Hall systems. This success cannot be attributed to the originally proposed cancellation between Coulomb and Chern– Simons interactions beyond the mean field and solely depends on the short range of the repulsive Coulomb pseudopotential in the lowest Landau level (LL). The...

2017
H. R. Majidi F. Berto

In the current study, the failure behavior of retrofitted steel structures was studied experimentally and theoretically with steel/CFRP double strap joints (DSJs) under quasi-static tensile loading. A series of DSJs with different bonding lengths are also considered and examined to experimentally assess the effective bond length. To predict the failure load values of the tested specimens, a new...

Journal: :Materials and Structures 2022

Abstract Mortar in masonry structures can be subjected to both uniaxial and triaxial loading. Determining the mechanical properties and/or failure criteria of commonly used mortar is necessary for structural performance assessment new existing buildings using non-destructive testing finite element modelling methods. In this paper, stress–strain behaviour a commercially available cement-lime inv...

2017
Yi-fei Sun Han-long Liu Gui Yang Yang Xiao Yi-fei SUN Yang XIAO

Inherently anisotropic soil fabric has a considerable influence on soil strength. To model this kind of inherent anisotropy, a three-dimensional anisotropic failure criterion was proposed, employing a scalar-valued anisotropic variable and a modified general threedimensional isotropic failure criterion. The scalar-valued anisotropic variable in all sectors of the deviatoric plane was defined by...

A framework for development of constitutive models based on semi-micromechanical aspects of plasticity is proposed. The resulting of this model for material employed friction type failure criterion, sub-loading surface, and associated flow rule. This model is capable of predicting effects of the rotation of principal stress/strain axes and consequent plastic flow, induced anisotropy of strength...

2010
Meng Luo Tomasz Wierzbicki

0020-7683/$ see front matter 2010 Elsevier Ltd. A doi:10.1016/j.ijsolstr.2010.07.010 * Corresponding author. Tel.: +1 617 386 3325. E-mail address: [email protected] (M. Luo). Advanced High Strength Steels (AHSS) are increasingly used in automotive industry due to their superior strength and substantial weight advantage. However, their compromised ductility gives rise to numerous manufacturing is...

Journal: :International journal of geo-engineering 2022

Abstract In this study, analysis of complicated underground structure Horemheb tomb (KV57) at Luxor, Egypt by using the software PLAXIS 3D is adopted and deformation that occurs in body after applied failure load detected; loads are obtained from series laboratory tests. Then, modelled finite element code to perform accurate three-dimensional stability complex geotechnical engineering rock mech...

2004
Kevin S. Richards Krishna R. Reddy

During the spring of 2003, the downstream slope of an embankment dam began to move during an extreme flooding event. The current study was implemented to evaluate the slope stability of the embankment and as a case-study to compare the limit equilibrium and continuum modeling methods. Initially, stability analyses were performed using conservative shear strength of soils estimated from both bor...

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