Static strength of the shear connectors in steel-concrete composite beams: Regulations and research analysis | Zendy

Slobodan Ranković | Zendy; Dragoljub Drenic | Zendy

AI Assistant Blog Pricing

Home ZAIA Blog

Open Access

Static strength of the shear connectors in steel-concrete composite beams: Regulations and research analysis

Author(s) -

Slobodan Ranković,

Dragoljub Drenic

Publication year - 2002

Publication title -

facta universitatis - series architecture and civil engineering

Language(s) - English

Resource type - Journals

eISSN - 2406-0860

pISSN - 0354-4605

DOI - 10.2298/fuace0204251r

Subject(s) - eurocode , composite number , structural engineering , shear (geology) , shear strength (soil) , materials science , composite construction , composite material , engineering , geology , soil science , soil water

The paper reviews the most important analytic expressions, on the basis of the developed industrial countries' contemporary literature, for determination of strength of shear connectors in steel-concrete composite beams. The mechanism of possible failure and basic criteria used for defining of the shear connecter strength at composite slabs and composite slabs with profiled sheet. Special analysis has been done in the expressions and recommendations given by Eurocode 4 in the area of shear connecter strength, both elastic and rigid. For ail the presented regulations, a comparative analysis with our standing standard (JUS) addressing this area is given. Along with the comparative review of the regulations, a commentary on the strength of the shear connectors in composite beams is given

The content you want is available to Zendy users.

Already have an account? Click here to sign in.

Having issues? You can contact us here

Accelerating Research