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Hossein Ashrafi

Hossein Ashrafi

Assistant Professor

College: Faculty of Mechanical Engineering

Department: Mechanical Engineering - Solid Design

Degree: Ph.D

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Hossein Ashrafi

Assistant Professor Hossein Ashrafi

College: Faculty of Mechanical Engineering - Department: Mechanical Engineering - Solid Design Degree: Ph.D |

  •  Position: Assistant Professor of Solid Mechanics and Applied Design
  •  Institution: Faculty of Mechanical Engineering, University of Kashan, Iran
  •  Researcher ID: P-8090-2014
  •  Scopus Author ID: 12793997500
  •  M.Sc. (Sept. 2005 – August 2008): Graduated from Shiraz University, with Overall GPA 17.67 out of 20.
  •  Ph.D. (Sept. 2010 – August 2014): Graduated from K.N. Toosi University, with Overall GPA 19.43 out of 20.
  • Address: No. 316, 3rd Floor, Faculty of Mech. Eng., University of Kashan, Ghotbravandi Blvd., Kashan, Iran
  • ​P.O. Box:  8731751167
  • Telephone:  (+98) 31 55913439
  • Fax:  (+98) 31 55913444
  • URL:  https://faculty.kashanu.ac.ir/hashrafi/en​

 

نمایش بیشتر

A Boundary Element Creep Analysis of Viscoelastic Functionally Graded Solids

AuthorsH Ashrafi
Conference Title24th Annual International Conference on Mechanical Engineering-ISME2016
Holding Date of Conference2016-4-26
Event Placeیزد
Presented byبله
PresentationSPEECH
Conference LevelInternational Conferences

Abstract

The use of advanced materials in the engineering design stages of structures is among the most important subjects. The functionally graded materials (FGMs) were introduced to overcome the disadvantages associated with homogeneous coatings and also to reduce the residual stresses in layered composites by serving as tailored interfacial zone materials with continuously varying mechanical properties. The FGMs and quasistatic time variations are considered in the present research. Employing a proper constitutive equation and a weighted residual technique, a new boundary element formulation is implemented for creep analysis of heterogeneous viscoelastic solid models. The present approach uses the creep compliance and mathematical transformation and is capable of solving problems with arbitrary load – time dependencies and boundary conditions.

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