Stress Analysis for Steel Plate with Multilayered CFRP under Uniaxial Loading

Author:

Miyashtia Takeshi,Nagai Masatsugu

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference8 articles.

1. Numerical analysis of multilayered CFRP retrofitted RC beams with partial interaction;Al-Amery;Composite Structures,,2006

2. Ishikawa T, Okura I, Nishida T, Yokota S and Saito M (2008). Reduction of debonding shear stress by using a low elastic modulus adhesive around the ends of CFRP strips. JSCE Journal of Structural Engineering A. 54. pp.842-849.(in Japanese).

3. Theoretical analysis on increase in debonding load by stepping ends of CFRP strips;Ishikawa;JSCE Journal of Structural and Earthquake Engineering,2009

4. Matsumura M, Kitada T, Tokubayashi M, Ikeda K and Okada T (2004). Experimental study on seismic retrofitting of circular steel bridge piers stiffened circumference direction by CFRP sheets. JSCE Journal of Structural and Earthquake Engineering. No.766/I-68. 17-31.(in Japanese).

5. Experimental study on seismic retrofitting of circular steel bridge piers stiffened circumference direction by CFRP sheets;Sugiura;JSCE Journal of Construction Engineering and Management,2009

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