Composite steel–concrete structures represent an efficient and economical form of
construction for building and bridge applications. This paper presents the current state of the …

Steel‐concrete composite bridges are used as an alternative to concrete bridges because of
their ability to adapt their geometry to design constraints and the possibility of reusing some …

Long-term deflections, especially in cracked and slender R/C flexural members, may cause
delayed damage in non-structural elements, so they must be accurately estimated at the …

Due to the new-old concrete age difference, the long-term behavior of steel-concrete
composite bridge with an assembled concrete deck is different from that of a monolithic …

Steel-concrete composite (SCC) flexural member utilization in the construction industry is
continuously increasing due to their increased structural stiffness, lower self-weight, and …

Concrete-filled steel tubular (CFST) arch bridges have gained popularity over the last
decades for use in long-span applications. At service conditions, these bridges are …

The paper presents an efficient numerical procedure for materially and geometrically
nonlinear FE analysis of segmentally erected structures, including time dependent effects …

The use of seawater and sea sand as replacements for fresh water and river sand in the
preparation of seawater and sea sand concrete can effectively address issues such as high …

This paper introduces the numerical model analysis of evolutionary sections (AES) as a tool
for the analysis of precast concrete sections constructed in several phases. Constitutive …

The long-term behaviour of steel-concrete composite beam with assembled concrete bridge
decks should be different from that of composite beam with monolithic concrete bridge decks …