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3-d applied element method for pp-band retrofitted masonry

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dc.contributor.author Worakanchana, K.
dc.contributor.author Mayorca, P.
dc.contributor.author Guragain, R.
dc.contributor.author Sathiparan, N.
dc.contributor.author Meguro, K.
dc.date.accessioned 2021-03-02T07:20:38Z
dc.date.accessioned 2022-06-27T09:47:19Z
dc.date.available 2021-03-02T07:20:38Z
dc.date.available 2022-06-27T09:47:19Z
dc.date.issued 2008
dc.identifier.uri http://repo.lib.jfn.ac.lk/ujrr/handle/123456789/1730
dc.description.abstract In this study, we have proposed a new 3-D Applied Element Method (AEM) as an analysis tool for understanding the polypropylene band retrofitted masonry behavior which will be benefit in the future design process and increase the degree of freedoms of failure mode. Unlike the previous version of 3-D AEM, elements can be any rectangular prism which helps reducing the number of elements. Brick and mortar springs are represented by using different spring properties. Nonlinear constitutive law of the mortar spring employed the Gambarotta model which considers the material softening. Polypropylene band is modeled as beam element using plastic constitutive law connected together with the masonry by elastic spring representing the polypropylene band to brick connector. The numerical simulation of non-retrofitted and retrofitted out of plane wallets shows that with the suitable selected parameter the behavior of masonry can be closely reproduced en_US
dc.language.iso en en_US
dc.subject Applied Element Method en_US
dc.subject Masonry en_US
dc.title 3-d applied element method for pp-band retrofitted masonry en_US
dc.type Article en_US


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