Study on strength of the connection between pultruded GFRP and steel plates using adhesively bonded and bolted joint

Kenji Kobayashi, Shinichi Hino, Kohei Yamaguchi, Toru Ohmoto

研究成果: 著書/レポートタイプへの貢献会議での発言

抄録

Glass fiber Reinforced polymer (GFRP) is expected as a new structural material by the lightness and corrosion resistance. Therefore, there are advantages of the self-weight reduction and the improvement of construction. GFRP is anisotropic and elastic materials without yield point. Several studies have been made on material characteristic and flexural-shear behavior of GFRP pultruded Isection beam so far. In case of using the pultruded I-section beam, it is necessary and indispensable the connections with the GFRP material or another material. However, the research on the connections between GFRP material and other materials is hardly done in Japan. In this research, it was carried out the tensile test of the connections between GFRP plate and steel plate, which the parameters were connection type and the surface treatment of GFRP plate. It was found from the result that strength characteristic and the failure mechanism of connections between GFRP and steel plates. And, it was shown applicability of high strength friction grip bolted joint.

元の言語英語
ホスト出版物のタイトルEASEC-11 - Eleventh East Asia-Pacific Conference on Structural Engineering and Construction
出版物ステータス出版済み - 2008
イベント11th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC-11 - Taipei, 台湾省、中華民国
継続期間: 11 19 200811 21 2008

その他

その他11th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC-11
台湾省、中華民国
Taipei
期間11/19/0811/21/08

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Bolted joints
Glass fibers
Steel
Polymers
Corrosion resistance
Surface treatment
Friction

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Building and Construction

これを引用

Kobayashi, K., Hino, S., Yamaguchi, K., & Ohmoto, T. (2008). Study on strength of the connection between pultruded GFRP and steel plates using adhesively bonded and bolted joint. : EASEC-11 - Eleventh East Asia-Pacific Conference on Structural Engineering and Construction

Study on strength of the connection between pultruded GFRP and steel plates using adhesively bonded and bolted joint. / Kobayashi, Kenji; Hino, Shinichi; Yamaguchi, Kohei; Ohmoto, Toru.

EASEC-11 - Eleventh East Asia-Pacific Conference on Structural Engineering and Construction. 2008.

研究成果: 著書/レポートタイプへの貢献会議での発言

Kobayashi, K, Hino, S, Yamaguchi, K & Ohmoto, T 2008, Study on strength of the connection between pultruded GFRP and steel plates using adhesively bonded and bolted joint. : EASEC-11 - Eleventh East Asia-Pacific Conference on Structural Engineering and Construction. 11th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC-11, Taipei, 台湾省、中華民国, 11/19/08.
Kobayashi K, Hino S, Yamaguchi K, Ohmoto T. Study on strength of the connection between pultruded GFRP and steel plates using adhesively bonded and bolted joint. : EASEC-11 - Eleventh East Asia-Pacific Conference on Structural Engineering and Construction. 2008
Kobayashi, Kenji ; Hino, Shinichi ; Yamaguchi, Kohei ; Ohmoto, Toru. / Study on strength of the connection between pultruded GFRP and steel plates using adhesively bonded and bolted joint. EASEC-11 - Eleventh East Asia-Pacific Conference on Structural Engineering and Construction. 2008.
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abstract = "Glass fiber Reinforced polymer (GFRP) is expected as a new structural material by the lightness and corrosion resistance. Therefore, there are advantages of the self-weight reduction and the improvement of construction. GFRP is anisotropic and elastic materials without yield point. Several studies have been made on material characteristic and flexural-shear behavior of GFRP pultruded Isection beam so far. In case of using the pultruded I-section beam, it is necessary and indispensable the connections with the GFRP material or another material. However, the research on the connections between GFRP material and other materials is hardly done in Japan. In this research, it was carried out the tensile test of the connections between GFRP plate and steel plate, which the parameters were connection type and the surface treatment of GFRP plate. It was found from the result that strength characteristic and the failure mechanism of connections between GFRP and steel plates. And, it was shown applicability of high strength friction grip bolted joint.",
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AU - Ohmoto, Toru

PY - 2008

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