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  1. 防災科研関係論文

繰り返し載荷を受ける合成梁の詳細有限要素解析

https://nied-repo.bosai.go.jp/records/5695
https://nied-repo.bosai.go.jp/records/5695
7ea29bcf-a5a4-429e-af7b-1fc134a0f2db
Item type researchmap(1)
公開日 2023-03-30
タイトル
言語 ja
タイトル 繰り返し載荷を受ける合成梁の詳細有限要素解析
タイトル
言語 en
タイトル Detailed finite element analysis of composite beam under cyclic loads
言語
言語 jpn
著者 山下拓三

× 山下拓三

ja 山下拓三

en Takuzo Yamashita

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大崎純

× 大崎純

ja 大崎純

en Makoto Ohsaki

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小檜山雅之

× 小檜山雅之

ja 小檜山雅之

en Masayuki Kohiyama

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宮村倫司

× 宮村倫司

ja 宮村倫司

en Tomoshi Miyamura

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張景耀

× 張景耀

ja 張景耀

en Jingyao Zhang

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田川浩之

× 田川浩之

ja 田川浩之

en Hiroyuki Tagawa

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抄録
内容記述タイプ Other
内容記述 Modeling and numerical simulation techniques for performing a detailed finite element analysis of a composite beam are presented. The finite element analysis is performed using E-Simulator, which is under development at the Hyogo Earthquake Engineering Research Center (E-Defense) of the National Research Institute for Earth Science and Disaster Prevention (NIED). A piecewise linear isotropic-kinematic hardening law is used for the steel material, and heuristic and implicit rules are incorporated to simulate its complex cyclic elastoplastic behavior. The extended Drucker-Prager model is used for the concrete material. The steel beam, steel column and reinforced concrete slab are discretized into solid elements. The wire mesh consisting of steel bars in the slab is also modeled using solid elements and rigid beams are used for the stud bolts. Detailed analyses are carried out for both a steel beam and a composite beam subjected to static cyclic loading. Good agreement is found with experimental results such as strength degradation due to local buckling of the flange, and asymmetric behaviors resulting from contact between the slab and the column.
言語 en
書誌情報 ja : 日本建築学会構造系論文集
en : Journal of Structural and Construction Engineering

巻 79, 号 704, p. 1481-1490, 発行日 2014-10-01
出版者
言語 en
出版者 Architectural Institute of Japan
ISSN
収録物識別子タイプ ISSN
収録物識別子 1881-8153
DOI
関連識別子 10.3130/aijs.79.1481
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