Mesoscopic simulation of failure of mortar and concrete by 2D RBSM

Kohei Nagai, Yasuhiko Sato, Tamon Ueda

研究成果: Article

93 引用 (Scopus)

抄録

Concrete is a heterogeneous material consisting of mortar and aggregate at the meso level. Evaluation of the fracture process at this level is useful to clarify the material characteristic of concrete. However, the analytical approach at this level has not yet been sufficiently investigated. In this study, two-dimensional analyses of mortar and concrete are carried out using the Rigid Body Spring Model (RBSM). For the simulation of concrete, constitutive model at the meso scale are developed. Analysis simulates well the failure behavior and the compressive and tensile strength relationship of mortar and concrete under uniaxial and biaxial stress conditions. Localized compressive failure of concrete is also simulated qualitatively.

元の言語English
ページ(範囲)359-374
ページ数16
ジャーナルJournal of Advanced Concrete Technology
2
発行部数3
出版物ステータスPublished - 2004 10 1
外部発表Yes

Fingerprint

Mortar
Concretes
Constitutive models
Compressive strength
Tensile strength

ASJC Scopus subject areas

  • Building and Construction

これを引用

Mesoscopic simulation of failure of mortar and concrete by 2D RBSM. / Nagai, Kohei; Sato, Yasuhiko; Ueda, Tamon.

:: Journal of Advanced Concrete Technology, 巻 2, 番号 3, 01.10.2004, p. 359-374.

研究成果: Article

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