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作 者:Gotou Humihiko Shibata Katsuya Kudo Yasuhiro Emura Takuro
机构地区:[1]Department of Civil and Environment Engineering, Faculty of Engineering and Resource Science, Akita University, Akita City010-8502, Japan [2]lida Survey Design Company Limited, Kashiwa City 277-0005, Japan [3]TakenakaDoboku Nagoya Branch Co., Ltd., Nagoya City 460-0003, Japan
出 处:《Journal of Civil Engineering and Architecture》2014年第11期1438-1444,共7页土木工程与建筑(英文版)
摘 要:In this paper, we show one of the possibility utilizing typical origami structures for civil engineering fields such as the bridge bearing support. We numerically investigate axial spring constants and buckling behaviors of bellows-like origami tube structures. The bellows-like origami tube structures, which can be folded because of elastic deformations, work as a kind of spring. If the initial heights of the bellows-like origami tubes are less than 90% of the height of the prismatic tubes without bellows-like folded lines, the spring constants of the bellows-like tubes are very low compared with those of the prismatic tubes. The buckling loads and patterns of the bellows-like tubes vary depending on the initial heights of the tubes.
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