Axial Load–Bending Moment Interaction Diagram of Double Curvature Slender Columns Exposed to High Temperatures

The behavior of Reinforced Concrete (RC) rectangular, slender columns is examined in this study upon exposure to heat-damage effects and fully confined by Carbon Fiber Reinforced Polymer (CFRP) wraps, where a new interaction diagram is proposed. The Nonlinear Finite Element Analysis (NLFEA) method i...

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Hlavní autoři:	Bara’a R. Alnemrawi, Rajai Z. Al-Rousan, Osama K. Nusier
Médium:	Artigo
Jazyk:	Inglês
Vydáno:	MDPI AG 2026-04-01
Edice:	Buildings
Témata:	double curvature two-dimensional eccentric slender NLFEA interaction diagram
On-line přístup:	https://www.mdpi.com/2075-5309/16/8/1525
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