Numerical simulation of plain concrete specimens with micromechanical model and simple lattice model

In this paper, a recently proposed micromechanical model for concrete is combined with a simple lattice model to simulate the behaviours of plain concrete specimens under tension, compression and three-point bending. The Mori–Tanaka method based micromechanical model for concrete considers the micro...

Full description

Saved in:
Bibliographic Details
Main Authors: Teng, Susanto, Li, Qingliu, Liu, Yu
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2017
Subjects:
Online Access:https://hdl.handle.net/10356/85143
http://hdl.handle.net/10220/43646
Tags: Add Tag
No Tags, Be the first to tag this record!
Institution: Nanyang Technological University
Language: English
Be the first to leave a comment!
You must be logged in first