This paper presents a comprehensive literature review on experimental push-off
investigations of notched connections in Timber-Concrete Composite deck structures. The …

Double-shear tests are reported on beech LVL-concrete composite connections based on
coach screw connectors singly inclined at either 45° or 90°. On different specimens with the …

Abstract Cross Laminated Timber (CLT), a new generation of engineered wood-based
products, provides promising solutions to the mid-and high-rise wood building. A series of …

This paper reports the results of experimental push-out tests on three different types of
timber–concrete composite (TCC) connections, including normal screw, SFS and bird …

Abstract The Mass Timber Panel-Concrete (MTPC) composite floor systems are often
encountered in mass timber buildings. Such a floor system consists of a Mass Timber Panel …

This paper presents a summary of the experimental programmes and theoretical analysis of
the bending performance of non-prestressed and prestressed timber-concrete composite …

This paper presents the experimental results of push-out tests on simple timber-concrete
connection systems. The tested configurations concern the notch without rod, the rod without …

Glued-in perforated steel plate (GIPSP) connections demonstrate significant shear strength
and high slip modulus. Consequently, they indicate substantial potential for application in …

Timber-to-concrete flooring systems have exponentially increased in the last decades and
have attracted many researchers and constructors. They are employed in both new modern …

Abstract Timber-Concrete Composite (TCC) structures are emerging worldwide in several
civil engineering applications as an effective construction system in terms of structural …