STEP LENGTH BASED ON CONVERGENCE OF ENERGY RELEASE RATE FOR MULTI-LAYERED CFRP BOUNDED STEEL TUBES UNDER PURE BENDING
Author:
Affiliation:
1. 関西大学 理工学研究科
2. 関西大学 環境都市工学部
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscejj/79/1/79_22-00143/_pdf
Reference27 articles.
1. 1) 大倉一郎，福井唯夫，中村圭吾，松上泰三：炭素繊維シートによる鋼板応力の低下とはく離せん断応力，土木学会論文集，No. 689/I-57, pp. 239-249, 2001. [Okura, I., Fukui, T., Nakamura, K. and Matsugami, T.: Decrease in stress in steel plates by carbon fiber sheets and debonding shearing stress, Doboku Gakkai Ronbunshuu, No. 689/I-57, pp. 239-249, 2001.]
2. 2) Deng, J., Lee, M. M. K. and Moy, S. S. J. : Stress analysis of steel beams reinforced with a bonded CFRP plate, Composite Structures, Vol. 65, pp. 205-215, 2004.
3. 3) Bocciarelli, M., Colombi, P., Fava, G. and Poggi, C. : Prediction of debonding strength of tensile steel/CFRP joints using fracture mechanics and stress based criteria, Engineering Fracture Mechanics, Vol. 76, pp. 299-313, 2009.
4. 4) 杉浦江，小林朗，稲葉尚文，本間淳史，大垣賀津雄，長井正嗣：鋼部材腐食損傷部の炭素繊維シートによる補修技術に関する設計・施工法の提案，土木学会論文集 F, Vol. 65, No. 1, pp. 106-118, 2009. [Sugiura, H., Kobayashi, A., Inaba, N., Homma, A., Ohgaki, K. and Nagai, M.: A proposal of design and construction method of repair for corroded steel members by carbon fiber sheets, Doboku Gakkai Ronbunshuu F, Vol. 65, Issue 1, pp. 106-118, 2001.]
5. 5) 宮下剛，長井正嗣：一軸引張りを受ける多層のCFRP が積層された鋼板の応力解析，土木学会論文集A, Vol. 66, No. 2, pp. 378-392, 2010. [Miyashita, T. and Nagai, M.: Stress analysis for steel plate with multilayered CFRP under uni-axial loading, Doboku Gakkai Ronbunshuu A, Vol. 66, Issue 2, pp. 378-392, 2010.]
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1. Numerical Analysis of Sectional Defective Steel Tube Repaired Using Multilayered CFRP Bonding Subjected to Axial Force or Bending;International Journal of Steel Structures;2024-08-08
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