Experimental and Numerical analysis for ultra-high performance concrete beams strengthened with CFRP sheet

This study explores the experimental work for six Specimens used to study the strengthening effect of ultra-high-performance concrete, validation and evaluation of numerical analysis methodology of ultra-high-performance concrete (UHPC) beams through the application of carbon fiber-reinforced polyme...

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Hlavní autoři:	Ahmed Ali Khalid, Al-Allaf Mustafa Hameed
Médium:	Artigo
Jazyk:	Inglês
Vydáno:	Sciendo 2026-06-01
Edice:	Civil and Environmental Engineering
Témata:	strengthening by cfrp sheet shear strengthening of ultra-high-performance concrete finite element methodology of ultra ultra-high-performance concrete
On-line přístup:	https://doi.org/10.2478/cee-2026-0024
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