コンクリート工学年次大会2017(仙台)

講演情報

第39回コンクリート工学講演会

B.構造・設計 » 付着・定着・継手/構造解析/破壊力学

付着・定着・継手Ⅱ/構造解析/破壊力学

2017年7月12日(水) 15:45 〜 18:15 第7会場 (会議室1/展示棟1階)

座長:下村匠(土木), 田才晃(建築)

[2011] PROPOSAL OF LOCAL INDEX FOR DAMAGE EVALUATION OF RC BEAM FAILED IN SHEAR AND FLEXURE MODE

Tatek Yenehun LEMLEM1, 中村光2, 三浦泰人2, 南里卓洸2 (1.Nagoya University 2.名古屋大学)

キーワード:local element deformation, local index, maximum load, mesh size dependency

This paper examined a local index to use as failure criterion for RC beams in nonlinear finite element analysis. First, the requirement for local index such as mesh size independency was discussed. Then, local element deformation of a localized element in compression zone was proposed as the local index. Moreover, the value of the local index was proposed to evaluate maximum load point. The applicability of proposed index was verified by analyzing RC beam failed in shear and flexural behavior and the reasonableness was conformed.