بررسی عملکرد پوشش‌های CFRP و GFRP بر بهبود رفتار استاتیکی غیرخطی اتصالات لوله‌ای X شکل

American Welding Society (AWS), “Structural Welding Code: AWSD1.1”, Miami, US, 2002.

Barbero EJ, “Finite element analysis of composite materials using ANSYS”, Crc Press, Boca Raton, Florida, 2007.

Choo YS, Liang JX, Van der Vegte GJ, Liew JYR, “Static strength of doubler plate reinforced CHS X-joints loaded by in-plane bending”, Journal of Constructional Steel Research, 2004, 60 (12), 1725-1744.

Choo YS, Van der Vegte GJ, Zettlemoyer N, Li BH, Liew JYR, “Static strength of T-joints reinforced with doubler or collar plates. I: Experimental investigations”, Journal of Structural Engineering, 2005, 131 (1), 119-128.

Fu Y, Tong L, Zhao XL, “Experimental and numerical investigation on behavior of CFRP-strengthened circular hollow section gap K-joints”, Thin-Walled Structures, 2016, 102, 80-97.

Hashin Z, Rotem A, “A fatigue failure criterion for fiber reinforced materials”, Journal of composite materials, 1973, 7 (4), 448-464.

Hosseini AS, Bahaari MR, Lesani M, “Experimental and parametric studies of SCFs in FRP strengthened tubular T-joints under axially loaded brace”, Engineering Structures, 2020, 213, 110548.

Lesani M, Bahaari MR, Shokrieh MM, “FRP wrapping for the rehabilitation of Circular Hollow Section (CHS) tubular steel connections”, Thin-Walled Structures, 2015, 90, 216-234.

Lesani M, Bahaari MR, Shokrieh MM, “Experimental investigation of FRP-strengthened tubular T-joints under axial compressive loads”, Construction and building materials, 2014, 53, 243-252.

Lesani M, Bahaari MR, Shokrieh, MM, “Numerical investigation of FRP-strengthened tubular T-joints under axial compressive loads”, Composite structures, 2013, 100, 71-78.

Nassiraei H, Rezadoost P, “Stress concentration factors in tubular X-connections retrofitted with FRP under compressive load”, Ocean Engineering, 2021, 108562.

Nassiraei H, Rezadoost P, “Static capacity of tubular X-joints reinforced with fiber reinforced polymer subjected to compressive load”, Engineering Structures, 2021, 112041.

Nassiraei H, Zhu L, Lotfollahi-Yaghin MA, Ahmadi H, “Static capacity of tubular X-joints reinforced with collar plate subjected to brace compression”, Thin-Walled Structures, 2017, 119, 256-265.

Pantelides CP, Nadauld J, Cercone L, “Repair of cracked aluminum overhead sign structures with glass fiber reinforced polymer composites”, Journal of Composites for Construction, 2003, 7 (2), 118-126.

Van der Vegte GJ, Choo YS, Liang JX, Zettlemoyer M, Liew JYR, “Static strength of T-joints reinforced with doubler or collar plates. II: Numerical simulations”, Journal of Structural Engineering, 2005, 131 (1), 129-138.

Van der Vegte GJ, De Koning CHM, Puthli RS, Wardenier J, “Numerical simulation of experiments on multiplanar tubular steel X-joints”, International Journal of Offshore and Polar Engineering, 1991, 1 (03), 200-207.

Yura JA, Edwards IF, Zettlemoyer N, “Ultimate capacity of circular tubular joints”, Journal of the structural division, 1981, 107 (10), 1965-1984.