Mesoscale modelling of concrete under high strain rate tension with a rate-dependent cohesive interface approach

Mesoscale modelling of concrete under high strain rate tension with a rate-dependent cohesive interface approach

This paper presents the investigation of the dynamic behaviour of concrete material under high strain rate tension using an interface approach in a mesoscale model framework. A ratedependent cohesive constitutive description is introduced into the mesoscale framework to account for the effects of vi...

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Bibliographic Details
Main Authors: Rongxin Zhou, Han-Mei Chen, Yong Lu
Format: Default Article
Published: 2020
Subjects:
Aerospace engineering not elsewhere classified
Mechanical engineering not elsewhere classified
Mechanical Engineering & Transports
Civil Engineering
concrete material
dynamic tension
heterogeneity
mesoscale model
cohesive element
micro-inertial effect
Aerospace Engineering
Mechanical Engineering
Online Access:https://hdl.handle.net/2134/11569005.v1
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https://hdl.handle.net/2134/11569005.v1

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