CONTROL OF CRACK LOCALIZATION AND FORMATION OF FAILURE PATH IN RC MEMBERS CONTAINING ARTIFICIAL CRACK DEVICE-Reference-Cited by-同舟云学术

CONTROL OF CRACK LOCALIZATION AND FORMATION OF FAILURE PATH IN RC MEMBERS CONTAINING ARTIFICIAL CRACK DEVICE

Published:2001-08-20 Issue:683 Volume:2001 Page:173-186
ISSN:0289-7806
Container-title:Doboku Gakkai Ronbunshu
language:en
Short-container-title:Doboku Gakkai Ronbunshu

Author:

PIMANMAS Amore¹²,MAEKAWA Koichi¹²

Affiliation:

1. JSCE

2. Dept. of Civil Eng., University of Tokyo

Publisher

Japan Society of Civil Engineers

Link

https://www.jstage.jst.go.jp/article/jscej1984/2001/683/2001_683_173/_pdf

Reference4 articles.

1. 1) Pimanmas, A. and Maekawa, K.: Influence of pre-crack on RC behavior in shear, Journal Materials, Conc. Struct., Pavements, JSCE, No. 669/V-50, pp. 227-291, 2001.

2. 2) Pimanmas, A. and Maekawa, K.: Finite element analysis and behavior of pre-cracked reinforced concrete member in shear, Accepted for publication in Mag. Conc. Res, Thomas Telford.

3. 3) Pimanmas, A. and Maekawa, K.: Multi-directional fixed crack approach for highly anisotropic shear behavior in pre-cracked RC members, Journal Materials, Conc. Struct., Pavements, JSCE, No. 669/V-50, pp. 293-307, 2001.

4. 4) Okamura, H. and Higai, T.: Proposed design equation for shear strength of reinforced concrete beams without web reinforcement, Proc. of JSCE, Vol. 300, pp. 131-141, 1980.

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