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    Fatigue performance of polymer and ordinary cement concrete under corrosive conditions: A comparative study

    , Article Engineering Failure Analysis ; Volume 111 , 2020 Ghassemi, P ; Rajabi, H ; Toufigh, V ; Sharif University of Technology
    Elsevier Ltd  2020
    Abstract
    Many concrete structures such as bridges, offshore structures, and pavements are under cyclic loads when they are exposed to different environmental conditions during their lifespan. The durability and fatigue performance of these structures are significant issues that should be considered. Therefore, this study investigated the long-term environmental effects on Polymer Concrete (PC) and Ordinary Cement Concrete (OCC) subjected to cyclic fatigue loading under four different environmental conditions (freshwater, seawater, acidic and alkaline) for six months. Concrete specimens are tested under high cyclic loading with the frequency of 6 Hz and low cyclic loading with a frequency of 1 Hz.... 

    Durability of epoxy polymer and ordinary cement concrete in aggressive environments

    , Article Construction and Building Materials ; Volume 234 , 2020 Ghassemi, P ; Toufigh, V ; Sharif University of Technology
    Elsevier Ltd  2020
    Abstract
    Polymer concrete is well-known for quick repairing of concrete structures and pavement. However, there are relatively few studies on the durability of epoxy polymer concrete (EPC). This study aims to investigate the long-term environmental effects on the mechanical properties of EPC. Therefore, EPC and ordinary cement concrete (OCC) specimens were prepared and exposed to four chemical solutions with pH values of 2.5, 7, 12.5 and artificial seawater in intervals of 1, 3, 6, 9 and 12 months. Epoxy resin (10 and 12% by weight) and Portland cement were used as binder phase in EPC and OCC specimens, respectively. Scanning electron microscopy (SEM) was additionally applied to investigate 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...