Analytical studies on local damage to reinforced concrete structures under impact loading by discrete element method-Reference-Cited by-同舟云学术

Analytical studies on local damage to reinforced concrete structures under impact loading by discrete element method

Published:1998-02 Issue:2 Volume:179 Page:157-177
ISSN:0029-5493
Container-title:Nuclear Engineering and Design
language:en
Short-container-title:Nuclear Engineering and Design

Author:

Sawamoto Yoshikazu,Tsubota Haruji,Kasai Yoshiyuki,Koshika Norihide,Morikawa Hiroshi

Publisher

Elsevier BV

Subject

Mechanical Engineering,Waste Management and Disposal,Safety, Risk, Reliability and Quality,General Materials Science,Nuclear Energy and Engineering,Nuclear and High Energy Physics

Reference10 articles.

1. Cundall, P.A., 1971. A computer model for simulating progressive large scale movement in blocky rock system, Symposium ISRM, Proc. 2, pp. 129–136.

2. Fujimoto, K., et al., 1989. Strain rate effect on dynamic response of reinforced concrete slabs under impact loading. Trans. Arch. Inst. Jpn. 406, 25–36 (in Japanese).

3. Fujimoto, K., et al., 1989. Stress–strain relationship for concrete under high triaxial compression, Part 2. Rapid Loading, Trans. Arch. Inst. Jpn. 396, 50–59 (in Japanese).

4. Koshika, N., Kusano, N., Morikawa, H., Aoyagi, T., Kobayashi, N., Hagiwara, T., Sawamoto, Y., 1992. A quantitative appraisal of local damage to concrete structures under impact loading. Proceedings of the International Symposium on Impact Engineering. Sendai, Japan, pp. 258–263.

5. Koshika, N., Tsubota, H., Kasai, Y., Morikawa, H., Sawamoto, Y., Kobayashi, N., 1993. Quantitative studies on impact resistance of reinforced concrete panels with steel liners under impact loading, Part 2: Analytical Study for Small-scale and Full-scale Tests, Proc. of 12-SMiRT.

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