EXPERIMENTAL AND ANALYTICAL STUDIES ON DEFORMATIONAL BEHAVIOR OF CONCRETE UNDER HIGH-SPEED LOADING
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- ARAI Masanao
- Nagoya Univ.
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- TANIGAWA Yasuo
- Dept. of Architecture, Graduate School of Eng., Nagoya Univ.
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- MORI Hiroshi
- Dept. of Architecture, Graduate School of Eng., Nagoya Univ.
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- HIRAIWA Takashi
- Nagoya Univ.
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- NANBU Yoshihito
- Nagoya Univ.
Bibliographic Information
- Other Title
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- コンクリートの高速変形挙動に関する実験的・解析的研究
- コンクリート ノ コウソク ヘンケイ キョドウ ニ カンスル ジッケンテキ カ
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Abstract
The authors have proposed a visco-elasto-plastic suspension element method using a non-continuum model to simulate dynamically the fracture behavior of concrete. In this paper, in order to investigate the applicability of this analytical method to the analysis of the fracture behavior of concrete, the axial compressive test and the tensile splitting test under high-speed loading using 2-D and 3-D model specimens of concrete are carried out The experimental and analytical results are compared, and it is confirmed that the fracture phenomenon of concrete under high-speed loading can be expressed numerically by this analytical method.
Journal
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- Journal of Structural and Construction Engineering (Transactions of AIJ)
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Journal of Structural and Construction Engineering (Transactions of AIJ) 62 (494), 15-22, 1997
Architectural Institute of Japan
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Keywords
Details 詳細情報について
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- CRID
- 1390001205638949376
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- NII Article ID
- 110004303357
- 10004107366
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- NII Book ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL BIB ID
- 4193952
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed