Shear and Bending Behaviour of Short-Span Steel-Reinforced Concrete-Filled FRP Tubes with ± 55° Fiber Orientation
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Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-19-0511-7_41
Reference11 articles.
1. Betts D, Sadeghian P, Fam A (2019) Investigation of the stress-strain constitutive behavior of ±55° filament wound GFRP pipes in compression and tension. Compos B 172:243–252
2. Fam A, Rizkalla SH (2002) Flexural behaviour of concrete-filled fiber-reinforced polymer circular tubes. J Compos Constr ASCE 6(2):123–132
3. Bakis CE, Bank LC, Brown VL, Cosenza E, Davalos JF, lesko JJ, Machida A, Rizkalla SH, Triantafillou TC (2002) Fiber-reinforced polymer composites for construction—state–of–the–art review. J Compos Construct
4. Mirmiran A, Shahawy M (1997) Behavior of Concrete Columns Confined by Fiber Composites. J Structural Eng 123(5):583–590. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:5(583)
5. Burgueño R, Bhide MK (2006) Shear response of concrete-filled FRP composite cylindrical shells. ASCE J Struct Eng 132(6):949–960
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