Art

J-GLOBAL ID：200902211814761722   Reference number：08A1128160

Evaluation of Shear Crack Width in I-Shaped Prestressed Reinforced Concrete Beams

プレストレスト鉄筋コンクリートI形梁における剪断亀裂幅の評価

Author (3)： DE SILVA Sudhira (Dep. of Civil and Environmental Engineering, Fac. of Engineering, Univ. of Ruhuna, Sri Lanka.) ,  MUTSUYOSHI Hiroshi (Dep. of Civil and Environmental Engineering, Graduate School of Sci. and Engineering, Saitama Univ., JPN) ,  WITCHUKREANGKRAI Eakarat (Civil Engineering, Technol. Div., Shimizu Corp., JPN)
Material： Journal of Advanced Concrete Technology  (J Adv Concr Technol)
Volume： 6  Issue： 3  Page： 443-458 (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： prestressed concrete ,  reinforced concrete ,  *prestressed concrete structure ,  crack initiation ,  shear failure ,  crack width ,  *I beam ,  loading test ,  prestressing ,  stirrup ,  bridge girder ,  reinforcing bar ,  prestressed reinforced concrete

JST classification (2)： Concrete structures  (RA04030A) ,  Concrete bridges,ones built with other materials  (RC06030U)

Reference (27)：

• ACI-ASCE Committee 423,(1999).“State-of-the-art report on partially prestressed Concrete, ACI 423.5R-99.” American Concrete Institute, Farmington Hills, Michigan.
• ACI Committee 318,(2002).“Building code requirement for reinforced concrete (ACI 318-02) and commentary (318R-02).” American Concrete Institute, Farmington Hills, Michigan.
• Adebar, P. and Leeuwen J. V.(1999).“Side-face reinforcement for flexural and diagonal cracking in Iarge concrete beams.” ACI Structural Journal, 96(5), 693-704.
• Bhide, S. B. and Collins, M. P.(1989).“Influence of axial tension on the shear capacity of reinforced concrete members.” ACI Structural Journal, 86(5), 570-581.
• Belarbi, A. and Hsu, T. T. C.(1990).“Stirrup stresses in reinforced concrete beams.” ACI Structural Journal, 87(5), 530-538.

Terms in the title (4)： プレストレスト鉄筋コンクリート ,  I形梁 ,  剪断亀裂 ,  評価