Mesoscopic Simulation of Failure of Mortar and Concrete by 3D RBSM

By Kohei Nagai, Yasuhiko Sato, Tamon Ueda. 2005

195 citations recorded by the source corpus.

Subfields: Computational Mechanics, Management, Monitoring, Policy and Law, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/7f46612d9e0a34860834c52c21e130e643390a94

How researchers see this paper

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In Mechanics of Materials

1. I. Rasoolan
2. Mirshad Maleki
3. A. Khajehdezfuly
4. Andrey P. Jivkov

Citations in the corpus

• 3D mesoscale finite element modelling of concrete (2017, unknown): “For this grade of concrete, the standard strength of mortar is around 35 MPa with the Young’s modulus around 22 GPa [2, 15].”
• On the effect of ITZ thickness in meso-scale models of concrete (2020, methodology): “cement grains embedded in a hydrate-foam matrix and in a lower scale the microstructure of the hydrate-foam consisting of water and air phases as well as needleshaped hydrated phases[1], followed by another scale that covers the mortar formed by a homogenized cement paste and fine aggregates[2], fol”