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タテン フカ ニヨル テッキン コンクリート バリ ノ リキガクテキ コウサツ

Memoirs of the Faculty of Engineering, Yamaguchi University Volume 20 Issue 3 Page 351-359
published_at 1970
KJ00000155746.pdf
[fulltext] 909 KB
Title
多点負荷による鉄筋コンクリートばりの力学的考察
タテン フカ ニヨル テッキン コンクリート バリ ノ リキガクテキ コウサツ
Creators Kagami Hifumi
Creators Aritomi Noriyoshi
Creators Shimono Masayuki
Source Identifiers
The authors designed 8 beams in accordance with the ultimate strength design and experimented them in the state of two multiple loadings. We measured strains and deflections of simply supported beams, and added consideration to them, defined the failure into three boundaries, which are bending, bending-shear (shear-bending), shear failure. The judgement by a/d of the failured boundary and by the theoretical equation of the ultimate bending moment nearly agreed with the results from the experiments, and then we calculated the tensile stresses of main steel bar and compared with the measured stresses.
Languages jpn
Resource Type departmental bulletin paper
Publishers 山口大学工学部
Date Issued 1970
File Version Version of Record
Access Rights open access
Relations
[ISSN]0372-7661
[NCID]AN00244228
Schools 工学部