Plasticity based approach for cyclic behaviour of Unreinforced Masonry

Kondapalli, Sravani (2015) Plasticity based approach for cyclic behaviour of Unreinforced Masonry. Masters thesis, Indian Institute of Technology Hyderabad.

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Abstract

In present Thesis a plasticity based composite interface model is proposed for the simulation of cyclic behavior of the masonry under cyclic loading. The monotonic composite interface model consist of single surface yield criterion which is extension of mohr-Coulomb criteria with cut in tension region and a cap in compression region.

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IITH Creators:	IITH Creators ORCiD
Item Type:	Thesis (Masters)
Uncontrolled Keywords:	Mansory, Plasticity, Cyclic Loading, Abaqus, Interface Model, TD464
Subjects:	Civil Engineering > Soil Structure Interaction
Divisions:	Department of Civil Engineering
Depositing User:	Library Staff
Date Deposited:	05 Aug 2015 08:05
Last Modified:	13 May 2019 11:17
URI:	http://raiithold.iith.ac.in/id/eprint/1798
Publisher URL:
Related URLs:	Google Scholar

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