Art

J-GLOBAL ID：200902224471701162   Reference number：08A0285969

A New Concept for the Early Age Shrinkage Effect on Diagonal Cracking Strength of Reinforced HSC Beams

鉄筋HSC梁の対角線ひび割れ強度に対する早期材令収縮の影響のための新しい概念

Author (2)： SATO Ryoichi (Dep. of Social and Environmental Engineering, Hiroshima Univ., JPN) ,  KAWAKANE Hajime (Kyokuto Corp., JPN)
Material： Journal of Advanced Concrete Technology  (J Adv Concr Technol)
Volume： 6  Issue： 1  Page： 45-67 (J-STAGE)  Publication year： 2008 
JST Material Number： L4974A  ISSN： 1346-8014  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： *high strength concrete ,  *reinforced concrete structure ,  *beam (structure) ,  crack ,  age (material) ,  contraction (dimensional change) ,  water-cement ratio ,  expansive cement ,  loading test ,  load bearing capacity ,  shear strength ,  ratio of reinforcement ,  mechanical property ,  strength
Semi thesaurus term： Crack ,  shear capacity

JST classification (2)： Concrete structures  (RA04030A) ,  Mortar,concrete  (RA06042H)

Reference (45)：

• ACI (2002).“Building Code Requirements for Structural Concrete (ACI 318-02).”
• Ahmad, S. H., Khaloo, A. R. and Poveda, A.(1986).“Shear capacity of reinforced high-strength concrete beams.” ACI Journal, 83(3), 297-305.
• Bazant, Z. P. and Kim, J. K.(1984).“Size effect in shear failure of longitudinally reinforced beams.” ACI Journal Proceedings, 81(5), 456-468.
• Bentur, A., Igarashi, S. and Kovler, K.(2001).“Prevention of autogenous shrinkage in high-strength concrete by internal curing using wet lightweight aggregates.” Cement and Concrete Research, 31, 1587-1591.
• BSi (1992).“Eurocode 2: Design of concrete structures Part 1. General rules and rules for buildings.” 118-125.

Terms in the title (8)： 鉄筋 ,  HSC ,  梁 ,  ひび割れ ,  早期 ,  材令 ,  収縮 ,  概念