Effect of fiber angle on LYP steel shear walls behavior
来源期刊：中南大学学报(英文版)2014年第2期
论文作者：Farzad Hatami Ali GHAMARI Farshad Hatami
文章页码：768 - 774
Key words：carbon fiber reinforced polymers; fiber angle; low yield point; steel shear wall; post buckling; composite
Abstract: Steel shear wall (SSW) was properly determined using numerical and experimental approaches. The properties of SSW and LYP (low yield point) steel shear wall (LSSW) were measured. It is revealed that LSSW exhibits higher properties compared to SSW in both elastic and inelastic zones. It is also concluded that the addition of CFRP (carbon fiber reinforced polymers) enhances the seismic parameters of LSSW (stiffness, energy absorption, shear capacity, over strength values). Also, stress values applied to boundary frames are lower due to post buckling forces. The effect of fiber angle was also studied and presented as a mathematical equation.
Farzad Hatami1, Ali Ghamari2, Farshad Hatami3
(1. Structure and Earthquake Center, Amirkabir University of Technology, Tehran 15916-34311, Iran;
2. Researcher of Civil Engineering, Azad University, Dareshahr Branch, Ilam 78185-187, Iran;
3. Civil Engineering Department, Amirkabir University of Technology, , Tehran 15916-34311, Iran)
Abstract:Steel shear wall (SSW) was properly determined using numerical and experimental approaches. The properties of SSW and LYP (low yield point) steel shear wall (LSSW) were measured. It is revealed that LSSW exhibits higher properties compared to SSW in both elastic and inelastic zones. It is also concluded that the addition of CFRP (carbon fiber reinforced polymers) enhances the seismic parameters of LSSW (stiffness, energy absorption, shear capacity, over strength values). Also, stress values applied to boundary frames are lower due to post buckling forces. The effect of fiber angle was also studied and presented as a mathematical equation.
Key words:carbon fiber reinforced polymers; fiber angle; low yield point; steel shear wall; post buckling; composite
