Japan Society of Civil Engineers 2024 Annual Meeting
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Session Details

第I部門

衝撃 (3)

Fri. Sep 6, 2024 1:00 PM - 2:20 PM JST
Fri. Sep 6, 2024 4:00 AM - 5:20 AM UTC
A106(川内北キャンパス講義棟Ａ棟)
Chair: Hiroyoshi Ichino
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1:00 PM - 1:10 PM JST(4:00 AM - 4:10 AM UTC)

[I-399]Verification of Accuracy of Grout Filling Confirmation for Rod-Shaped Reinforcement Material Using Impact Elastic Wave Testing

*Yuya Ochiai
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1:10 PM - 1:20 PM JST(4:10 AM - 4:20 AM UTC)

[I-400]Impact loading tests of conventional rockfall protection fences with reduced cross-sectional posts

*Takuro Nakamura1, Fumio Yamasawa1, Osamu Hatakeyama1, Masato Komuro2, Tomoki Kawarai2, Norimitsu Kishi2 (1. Civil Engineering Research Institute for Cold Region, 2. Muroran Institute of Technology)
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1:20 PM - 1:30 PM JST(4:20 AM - 4:30 AM UTC)

[I-401]Impact loading tests on the absorbing effects of Porosity-Free Fiber Reinfroced Concrete (PFFRC) panels

*Yuji Ushiwatari1, Masato Komuro1, Ryo Kishira2, Norimitsu Kishi1, Tomoki Kawarai1 (1. Muroran Institute of Technology, 2. TAIHEIYO CEMENT CORPORATION)
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1:30 PM - 1:40 PM JST(4:30 AM - 4:40 AM UTC)

[I-402]Impact resistance behavior on RC beams strengthened in flexure with high elasticity CFRP sheet

*Yasuyoshi Nagai1, Tomoki Kawarai1, Masato Komuro1, Norimitsu Kishi1 (1. Muroran Institute of Technology)
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1:40 PM - 1:50 PM JST(4:40 AM - 4:50 AM UTC)

[I-403]Impact-resistant behavior on RC beams strengthened in flexure with AFRP sheet having girder height of 350 mm under dropping-weight impact loading

*Tomoki Kawarai1, Masato Komuro1, Norimitsu Kishi1, Yasuyoshi Nagai1 (1. Muroran Institute of Technology)
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1:50 PM - 2:00 PM JST(4:50 AM - 5:00 AM UTC)

[I-404]Impact loading tests on failure mode of RC beams strengthened with AFRP sheets using cushion rubber at loading points

*Kentaro Suzuki1, Tomoki Kawarai2, Yasuyoshi Nagai2, Masato Komuro2, Norimitsu Kishi2 (1. Koken Engineering Co., Ltd., 2. Muroran Institute of Technology)
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2:00 PM - 2:10 PM JST(5:00 AM - 5:10 AM UTC)

[I-405]Effects of differences in debris flow tip shape on debris flow load in a straight channel with a movable bed

*Kazuki Saito1, Toshiyuki Horiguchi1 (1. National Defense Academy)
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