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Please use this identifier to cite or link to this item: http://hdl.handle.net/11133/733

Title: RC 部材の曲げモーメント-曲率-軸力関係について
Other Titles: RC ブザイ ノ マゲ モーメント キョクリツ ジクリキ カンケイ ニツイテ
On M-φ-P Relationship on RC Members
Authors: 張, 恒平
青木, 徹彦
猪股, 俊司
ZHANG, Hen Ping
AOKI, Tetsuhiko
INOMATA, Shunji
Issue Date: 31-Mar-1986
Publisher: 愛知工業大学
Abstract: It is necessary to prepare Moment-Curvature (M-φ) relationship for the analysis of ultimate strength and rotational capacity of reinforced concrete (RC) members. Since no appropriate figures and tables have not yet been available in use to obtain this M-φ relationship, computational efforts are required to analyze complicated stress distributions in members, by taking non-linear stress-strain relationships of concrete and steel bars into account. It has been known that in addition to these material nonlinearlity, cross sectional area ratio of steel bars to concrete body, compressive strength of concrete and arrangement of steel bars also have great influences on the characteristics of M-φ relationships. This paper concerns with parametric analysis for M-φ relationships for RC beam members and M-φ-P curves for RC columns.
URI: http://hdl.handle.net/11133/733
Appears in Collections:21号

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