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NAOSITE : Nagasaki University's Academic Output SITE > Faculty of Engineering > Bulletin > Reports of the Faculty of Engineering, Nagasaki University > Volume 30, No. 55 >

高耐久性埋設型枠を設置したRC梁の弾塑性挙動解析


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Title: 高耐久性埋設型枠を設置したRC梁の弾塑性挙動解析
Other Titles: Elasto-Plastic Behavior Analysis of RC Beams with PIC Boads
Authors: 松田, 浩 / 崎山, 毅 / 森田, 千尋他
Authors (alternative): Matsuda, Hiroshi / Sakiyama, Takeshi / Morita, Chihiro
Issue Date: Jul-2000
Citation: 長崎大学工学部研究報告 Vol.30(55) p.199-205, 2000
Abstract: In order to simulate the experiment of RC beams with PIC boards, we carried out crack analysis by using the nonlinear FEM program which considered bond-slip between steel and concrete. As the results of numerical analysis, we could get the good results. In this study, we analyzed RC beams with PIC boards in compression or tension side, by using FEM code (MARC) RC model was used with Okamura and Maekawa's models. We confirmed that analytical results can be simulated the experiment.
URI: http://hdl.handle.net/10069/5119
ISSN: 02860902
Type: Departmental Bulletin Paper
Appears in Collections:Volume 30, No. 55

Citable URI : http://hdl.handle.net/10069/5119

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