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    A simple model for various types of concretes and confinement conditions based on disturbed state concept

    , Article Scientia Iranica ; Volume 25, Issue 2A , 2018 , Pages 557-564 ; 10263098 (ISSN) Hosseinali, M ; Toufigh, V ; Sharif University of Technology
    Sharif University of Technology  2018
    Abstract
    Concrete is widely used for many practices in Civil Engineering. Therefore, an understanding of its behavior helps engineers and researchers to perform more accurate and cost-effective analyses and designs. In this respect, several models have been proposed to predict the behaviors of concrete most of which are satisfactorily accurate. However, by increasing the accuracy of the models, their computational cost increases, too. In this study, a model with the least computational cost is proposed to predict the behaviors of various concretes and confinement conditions. This model does not require any experimental tests to determine its parameters. It was proved to be able to predict the... 

    Experimental study of the punching behavior of GFRP reinforced lightweight concrete footing

    , Article Materials and Structures/Materiaux et Constructions ; Volume 50, Issue 6 , 2017 ; 13595997 (ISSN) Vatani Oskouei, A ; Pirgholi Kivi, M ; Araghi, H ; Bazli, M ; Sharif University of Technology
    Abstract
    This paper presents the results of an experimental study of structural lightweight concrete with glass fiber reinforcement (GFRP) bar for prefabricated single footing. In this study, seven full scale concrete single footings specimens, which were reinforced by GFRP bar located on a bed of soil, were tested. One of the specimens was made of normal weight concrete and the others were made of structural lightweight concrete. Four of the lightweight footing specimens contained polymer fibers. Also, two of the lightweight footing specimens contained shear reinforcement. Results indicated that the maximum GFRP strain on normal weight and lightweight concrete footing with polypropylene fibers are...