A moving mesh-based numerical investigation of the failure response of nano-filled ultra-high-performance concrete structures-Reference-Cited by-同舟云学术

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A moving mesh-based numerical investigation of the failure response of nano-filled ultra-high-performance concrete structures

Published:2023 Issue: Volume:47 Page:488-502
ISSN:2452-3216
Container-title:Procedia Structural Integrity
language:en
Short-container-title:Procedia Structural Integrity

Author:

Ammendolea Domenico,Greco Fabrizio,Leonetti Lorenzo,Lonetti Paolo,Pascuzzo Arturo,Penna Rosa

Funder

Ministero dell’Istruzione, dell’Università e della Ricerca

Calabria Region

Publisher

Elsevier BV

Subject

General Engineering,Energy Engineering and Power Technology

Reference50 articles.

1. A Numerical Failure Analysis of Nano-Filled Ultra-High-Performance Fiber-Reinforced Concrete Structures via a Moving Mesh Approach;Ammendolea;Theoretical and Applied Fracture Mechanics,2023

2. Crack growth propagation modeling based on moving mesh method and interaction integral approach;Ammendolea,2020

3. Crack propagation modeling in functionally graded materials using Moving Mesh technique and interaction integral approach;Ammendolea;Composite Structures,2021

4. Nonlinear homogenized properties of defected composite materials;Bruno;Computers & Structures,2014

5. Nano reinforced cement and concrete composites and new perspective from graphene oxide;Chuah;Construction and Building Materials,2014

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