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    Evaluation of performance-based mix design for asphalt mixtures containing Reclaimed Asphalt Pavement (RAP)

    , Article Construction and Building Materials ; Volume 235 , 2020 Sabouri, M ; Sharif University of Technology
    Elsevier Ltd  2020
    Abstract
    In this research, the possibility of producing asphalt mixtures containing Reclaimed Asphalt Pavement (RAP) that perform well from both fatigue and rutting points of view was studied. For this, seven asphalt mixtures with varying RAP percentage and total binder content were produced. All other variables, including the gradation and binder type, were kept constant. To better control for the production variables, the mixtures were produced in the laboratory. Fatigue and rutting properties of the mixtures were evaluated using the Simplified Viscoelastic Continuum Damage (S-VECD) model and Triaxial Stress Sweep (TSS) test, respectively. Next, FlexPAVETM software was utilized to predict the... 

    Failure analysis of bolted joints in foam-core sandwich composites

    , Article Journal of Reinforced Plastics and Composites ; Volume 27, Issue 15 , 2008 , Pages 1635-1647 ; 07316844 (ISSN) Zabihpoor, M ; Moslemian, R ; Afshin, M ; Nazemi, M. H ; Sharif University of Technology
    2008
    Abstract
    This study represents an effort to predict the bearing strength, failure modes, and failure load of bolted joints in foam-core sandwich composites. The studied joints have been used in a light full composite airplane. By using solid laminates, a new design for the joint zone is developed. These solid laminates include a number of glass plies with total thickness equal to core thickness. The effect of solid laminate size and interface angle of foam-solid laminate in the bonding zone on the bearing strength, failure loads and type of modes are investigated. The numerical study is performed using 3D FEM in ANSYS commercial code. Tsai-Wu failure criterion is used in the failure analysis. The... 

    The Effects of Various Parameters on Wellbore Stability During Drilling Through Shale Formations

    , Article Petroleum Science and Technology ; Volume 33, Issue 12 , 2015 , Pages 1275-1285 ; 10916466 (ISSN) Rafieepour, S ; Ghotbi, C ; Pishvaie, M. R ; Sharif University of Technology
    Taylor and Francis Inc  2015
    Abstract
    Field evidence indicates that the thermal and chemical regimes in wellbore considerably affect the wellbore stability. This study presents a general coupled model for transport of solute, solvent and heat including their combined effects on the wellbore stability. Optimization of drilling fluid parameters is crucial for wellbore stability analysis particularly in high pressure-high temperature environments. The coupled effects of chemical potential and temperature gradients on fluid flow significantly change the pore pressure and stress around a borehole. The effects of various parameters such as mud weight, solute concentration gradient, shale properties, and temperature gradient on... 

    New and simple equations for ultimate bearing capacity of strip footings on two-layered clays: Numerical study

    , Article International Journal of Geomechanics ; Volume 16, Issue 4 , 2016 ; 15323641 (ISSN) Danaei Ahmadi, M. M ; Mofarraj Kouchaki, B ; Sharif University of Technology
    American Society of Civil Engineers (ASCE) 
    Abstract
    In this paper, two very simple and accurate equations are introduced that enable geotechnical engineers to determine the undrained ultimate bearing capacity of shallow strip foundations resting on two-layered clays. Results of the analyses show that in the case of weak-overstrong clay, usually general shear failure occurs, and in the case of strong-over-weak clay, the soil will most likely experience punching failure with a large amount of plastic settlement before it reaches its ultimate bearing capacity. This study applied the finite-difference method using a computer program to evaluate the undrained bearing capacity for all cases analyzed. The Mohr-Coulomb failure criterion was used for... 

    An investigation on the validity of Cauchy-Born hypothesis using Sutton-Chen many-body potential

    , Article Computational Materials Science ; Volume 44, Issue 3 , January , 2009 , Pages 999-1006 ; 09270256 (ISSN) Khoei, A. R ; Abdolhosseini Qomi, M. J ; Kazemi, M. T ; Aghaei, A ; Sharif University of Technology
    2009
    Abstract
    The Cauchy-Born hypothesis has been used to concurrently bridge atomistic information to continuum model. It has been a prevalent assumption in computational nano-mechanics during the past decade. This kinematic assumption relates the deformation of the continuum to the deformation of its underlying crystalline structure. The main objective of this paper is to investigate the validity of this hypothesis by means of direct atomistic simulations and the continuum mechanic calculations. In fact, we intend to determine under which strain or stress state the crystalline structure undergoes inhomogeneous deformation due to a small perturbation of the homogeneously deformed system. Two failure... 

    Stability and size-dependency of cauchy-born hypothesis in three-dimensional applications

    , Article International Journal of Solids and Structures ; Volume 46, Issue 9 , 2009 , Pages 1925-1936 ; 00207683 (ISSN) Aghaei, A ; Abdolhosseini Qomi, M. J ; Kazemi, M. T ; Khoei, A. R ; Sharif University of Technology
    2009
    Abstract
    The Cauchy-Born hypothesis (CB) provides a hierarchical approach in the molecular theory of crystal elasticity to relate the continuum and atomic deformations. This kinematic theory has been extensively used as the constitutive law of continuum regions in multi-scale models. In these models, the fine scale is proposed to describe the real behavior of crystalline structure wherever the continuum description fails. The main objective of this article is to investigate the stability and size-dependency of CB hypothesis in three-dimensional applications by direct comparison of information between atomistic and continuous description of a medium. The Sutton-Chen many-body potential is used for the... 

    Study of behavior of concrete under axial and triaxial compression

    , Article ACI Materials Journal ; Volume 114, Issue 4 , 2017 , Pages 619-629 ; 0889325X (ISSN) Toufigh, V ; Jafarian Abyaneh, M ; Jafari, K ; Sharif University of Technology
    American Concrete Institute  2017
    Abstract
    In this investigation, polymer concrete (PC) with three different epoxy resin contents, ordinary cement concrete (OCC), lightweight concrete (LWC), and lime-mortar soil (LMS) have been studied under uniaxial and triaxial compression tests to determine their mechanical behavior by measuring axial stress-strain and volumetric strain versus axial strain curves. According to the results, PC showed higher strength, ductility, and energy absorption than that of OCC and LWC. Then, nonlinear finite element analysis (NFEA) was implemented to predict the experimental results using hierarchical single-surface (HISS) failure criterion and disturbed state concept (DSC) to capture the elastoplastic... 

    Experimental and analytical studies on the prediction of forming limit diagrams

    , Article Computational Materials Science ; Volume 44, Issue 4 , 2009 , Pages 1252-1257 ; 09270256 (ISSN) Ahmadi, S ; Eivani, A. R ; Akbarzadeh, A ; Sharif University of Technology
    2009
    Abstract
    Metal forming processes are widely used in industrial productions, automobile bodies, food industries, oil refineries, and liquid and gas transmission systems. Analyzing these processes is very important to reduce wastes and optimize the processes. Study of some main factors such as physical and mechanical properties of material and its formability, die geometry, die material, lubrication and pressing speed has been the topic of many research projects. In this paper, forming limit diagrams (FLDs) for LC and ULC steels and the effect of different parameters like the work-hardening exponent, n, and the plastic strain ratio, r, on these diagrams have been evaluated and simulated using...