Numerical Model of High Strength Concrete

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

doi:10.1088/1757-899X/317/1/012069

Numerical Model of High Strength Concrete

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

土木工程學系

研究成果: 雜誌貢獻 › 會議論文 › 同行評審

摘要

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.

原文	???core.languages.en_GB???
文章編號	012069
期刊	IOP Conference Series: Materials Science and Engineering
卷	317
發行號	1
DOIs	https://doi.org/10.1088/1757-899X/317/1/012069
出版狀態	已出版 - 13 3月 2018
事件	2017 4th International Conference on Advanced Engineering and Technology, ICAET 2017 - Incheon, Korea, Republic of 持續時間: 15 12月 2017 → 17 12月 2017

存取文件

10.1088/1757-899X/317/1/012069

引用此

@article{1e213faa04324b20a15431633c7879fa,

title = "Numerical Model of High Strength Concrete",

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.",

author = "Wang, {R. Z.} and Wang, {C. Y.} and Lin, {Y. L.}",

note = "Publisher Copyright: {\textcopyright} Published under licence by IOP Publishing Ltd.; null ; Conference date: 15-12-2017 Through 17-12-2017",

year = "2018",

month = mar,

day = "13",

doi = "10.1088/1757-899X/317/1/012069",

language = "???core.languages.en_GB???",

volume = "317",

journal = "IOP Conference Series: Materials Science and Engineering",

issn = "1757-8981",

number = "1",

}

TY - JOUR

T1 - Numerical Model of High Strength Concrete

AU - Wang, R. Z.

AU - Wang, C. Y.

AU - Lin, Y. L.

N1 - Publisher Copyright: © Published under licence by IOP Publishing Ltd.

PY - 2018/3/13

Y1 - 2018/3/13

N2 - 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.

AB - 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.

UR - http://www.scopus.com/inward/record.url?scp=85044514579&partnerID=8YFLogxK

U2 - 10.1088/1757-899X/317/1/012069

DO - 10.1088/1757-899X/317/1/012069

M3 - 會議論文

AN - SCOPUS:85044514579

VL - 317

JO - IOP Conference Series: Materials Science and Engineering

JF - IOP Conference Series: Materials Science and Engineering

SN - 1757-8981

IS - 1

M1 - 012069

Y2 - 15 December 2017 through 17 December 2017

ER -

Numerical Model of High Strength Concrete

摘要

存取文件

指紋

引用此