Recycled aggregate concrete: Localized failure assessment in thermodynamically consistent non-local plasticity framework

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Recycled aggregate concrete: Localized failure assessment in thermodynamically consistent non-local plasticity framework

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作者：Marianela Ripani^a ; ^{mripani@fi.uba.ar" class="auth_mail" title="E-mail the corresponding author} ; Guillermo Etse^a ; ^b ; ^{getse@herrera.unt.edu.ar" class="auth_mail" title="E-mail the corresponding author} ; Sonia Vrech^b ; ^{svrech@herrera.unt.edu.ar" class="auth_mail" title="E-mail the corresponding author}
关键词：Gradient plasticity ; Thermodynamic consistency ; Recycled aggregate concrete
刊名：Computers & Structures
出版年：2017
出版时间：1 January 2017
年：2017
卷：178
期：Complete
页码：47-57
全文大小：3335 K

文摘

class="label">•: A thermodynamically consistent gradient theory for recycled aggregate concretes is proposed.
class="label">•: This constitutive model depends on the confinement pressure and the recycled aggregate contents.
class="label">•: The occurrence of localized failure is studied by means of the acoustic tensor.
class="label">•: The performance of the acoustic tensor is analyzed taking into account different recycled aggregate contents.

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