Numerical Model of High Strength Concrete

R. Z. Wang, C. Y. Wang, Y. L. Lin

Research output: Contribution to journalConference articlepeer-review

Abstract

The purpose of this paper is to present a three-dimensional constitutive model based on the concept of equivalent uniaxial strain. closed Menetrey-Willam (CMW) failure surfaces which combined with Menetrey-Willam meridian and the cap model are introduced in this paper. Saenz stress-strain model is applied and adjusted by the ultimate strength parameters from CMW failure surface to reflect the latest stress or strain condition. The high strength concrete (HSC) under tri-axial non-proportional loading is considered and the model in this paper performed a good prediction.

Original languageEnglish
Article number012069
JournalIOP Conference Series: Materials Science and Engineering
Volume317
Issue number1
DOIs
StatePublished - 13 Mar 2018
Event2017 4th International Conference on Advanced Engineering and Technology, ICAET 2017 - Incheon, Korea, Republic of
Duration: 15 Dec 201717 Dec 2017

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