COI code: ICSAU02_0186
Paper Language: English
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Authors Experimental Investigation and Modelling of Interface between CFRP and SandVahab Toufigh - Assistant Professor, Sharif University of Technology
Massoud Hosseinali - M.Sc. Student, Sharif University of Technology
Seyyed Massoud Shirkhorshidi - M.Sc. Student, Sharif University of Technology
Abstract:Different methods of soil reinforcement such as geosynthetics has been widely used in retaining walls, MSE walls, and slopes to increase tensile and shear strengths of the soil. One of the most important factors that has a salient effect on ultimate strength of soil-geosynthetics is modeling of interface, although it is often neglected. In this research, behavior of interface between Carbon Fiber Reinforced Polymer (CFRP) as a geosynthetic and sand is investigated experimentally using Cyclic Multi-Degrees of Freedom (CYMDOF) device and a single surface elasto-plastic HISS model is proposed. Results from HISS model are then compared to that of experimental data and Mohr-Coulomb model which is commonly used in numerical modeling
Keywords:Interface; Constitutive Models; CFRP; Sand; Geosynthetics
COI code: ICSAU02_0186
how to cite to this paper:If you want to refer to this article in your research, you can easily use the following in the resources and references section:
Toufigh, Vahab; Massoud Hosseinali & Seyyed Massoud Shirkhorshidi, 2014, Experimental Investigation and Modelling of Interface between CFRP and Sand, 2nd international congress of structure, architecture and urban development, تبريز, دبيرخانه دائمي كنگره بين المللي سازه ، معماري و توسعه شهري, https://www.civilica.com/Paper-ICSAU02-ICSAU02_0186.htmlInside the text, wherever referred to or an achievement of this article is mentioned, after mentioning the article, inside the parental, the following specifications are written.
First Time: (Toufigh, Vahab; Massoud Hosseinali & Seyyed Massoud Shirkhorshidi, 2014)
Second and more: (Toufigh; Hosseinali & Shirkhorshidi, 2014)
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Type: state university
Paper No.: 12782
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