A considerration on slip test methods for perforated rib shear connector focusing on concrete confinements

International Conference on Advances in Experimental Structural Engineering

Volumn 2005-July, Issue , 2005, Pages 871-876

  Iwasaki, Hatsumi ^a   Fujii, Katashi ^b   Fukada, Kazuhiro ^b   Toyota, Tadashi ^c   Nakamura, Hideharu ^b  

^a IHI CORPORATION   (Japan)

^b HIROSHIMA UNIVERSITY   (Japan)

^c PS Mitsubishi Construction Co Ltd   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

BARS (METAL); EQUIPMENT TESTING; FRICTION; PLATES (STRUCTURAL COMPONENTS); REINFORCED CONCRETE; REINFORCEMENT;

CONCRETE COVERING; CONCRETE CRACKS; CONCRETE FRACTURE; FRICTION FORCE; PUSH-OUT TESTS; REINFORCING BAR; SHEAR CONNECTOR; TEFLON PLATES;

CONCRETE TESTING;

EID: 79961169007     PISSN: None     EISSN: 25222503     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (8)

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2. Fujimur, N. & Fujii, K. (2002). “Shear Strength Evaluation of Perforated Rib Shear Connectors.” Proceedings of the Japan concrete institute, Vol. 57, 717-718. (in Japanese)
3. Hosaka, T., Mitsuki, K., Hiragi, H. & Ushijima, Y. (2002). “Study on Shear Strength Equations and Design Method of Perfobond Strip” Journal of Structural Engineering, 48A, 1265-1272. (in Japanese)
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8. th Symposium on developments in prestressed concrete collected, 91-96. (in Japanese)