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Construction of a Butterfly Web Bridge 被引量:2
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作者 Kenichiro Ashizuka Kenji Miyamoto +1 位作者 Kenichi Kata Akio Kasuga 《Journal of Civil Engineering and Architecture》 2014年第11期1453-1456,共4页
A new type of bridge called "butterfly web bridge" is under construction in Japan. In a butterfly web bridge, the butterfly-shaped web forms a structure that exhibits behavior similar to a double Warren truss. The 8... A new type of bridge called "butterfly web bridge" is under construction in Japan. In a butterfly web bridge, the butterfly-shaped web forms a structure that exhibits behavior similar to a double Warren truss. The 80 MPa concrete is used for the butterfly web which has a precast plate with a thickness of 150 mm. As butterfly web is a concrete material, reinforcement provided by prestressing tendons is needed on the tension side. Moreover, the 150 mm plate has no re-bars but is reinforced by steel fibers. This bridge, named Takubogawa Bridge, is a highway bridge and has 10 spans including the 87.5 m maximum span length. Takubogawa Bridge is constructed by flee cantilevering method. The butterfly web enables the construction speed of cantilevering to be advanced about 50% compared with conventional cast-in-situ method and can meet the requirement of light weight and low maintenance. 展开更多
关键词 Precast plate fibre reinforced concrete construction speed low maintenance.
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Modeling of Bridging Law for PVA Fiber-Reinforced Cementitious Composite Considering Fiber Orientation
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作者 Yuriko Ozu Masaru Miyaguchi +1 位作者 Toshiyuki Kanakubo Masaru Miyaguchi 《Journal of Civil Engineering and Architecture》 2018年第9期651-661,共11页
The authors have proposed the calculation method of bridging law,that is expressed by tensile stress–crack width relationship,considering the influence of fiber orientation in FRCC(fiber-reinforced cementitious compo... The authors have proposed the calculation method of bridging law,that is expressed by tensile stress–crack width relationship,considering the influence of fiber orientation in FRCC(fiber-reinforced cementitious composite).The objective of this study is to propose a new tri-linear model that expresses the bridging law considering fiber orientation.The parameters that give the characteristic points of the tri-linear model are proposed as functions of orientation intensity.The bending test,in which the specimens are fabricated by three different casting methods,is conducted to verify the adaptability of the proposed model.The results of section analysis using the proposed model can present the difference of bending strength due to the fiber orientation. 展开更多
关键词 FRCC TENSILE stress crack WIDTH tri-linear model FIBER orientation PVA FIBER bending test COMPACTING VIBRATOR
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