Experimental study on the effect of partial shear studs layout on flexural behavior of steel-concrete composite beams

• Published in: Results in engineering Vol. 21; p. 101959
• Main Authors: Victoire, Amanyire Barozi, Mwero, John Nyiro, Gathimba, Naftary
• Format: Journal Article
• Language: English
• Published: Elsevier B.V 01.03.2024; Elsevier
• Subjects: Composite beam; Deflection; Flexural strength; Layout; Partial shear connection; Composite beam; Deflection; Layout; Partial shear connection; Flexural strength

In steel-concrete composite beams, partial shear connection offers advantages including greater ductility and lower cost. However, partial shear connection constraints on composite beam structural performance, such as reduced beam stiffness, increased steel-concrete interface slip, etc., should not...