No abstract

 Push-out specimens for determining the connector capacity in timber concrete composite beams are proposed and tested.  An equation is proposed to determine the ultimate load of the connector in timber concrete composite construction.  The proposed equation was applied and gave good results.In this study, pushout test specimen is proposed to explore the behavior of shear connectors in timber-concrete composite beams. Since there are no standard shapes and dimensions for determining the strength of connectors, push-out specimens such as those used for steel-concrete composite beams are suggested to study the behavior of connectors in timber concrete composite beams. Four specimens are tested. Two of these specimens are with one connector per side. The other two are with two connectors per side. The load and slip are recorded during testing. The results show that the ultimate load per connector ranges from 24.9 kN to 29.4 kN, with an average value of 26.9 kN. An equation is proposed to determine the ultimate load of the connector. Good agreement is achieved between the theoretical and experimental results. An average value of 0.98 is obtained for theoretical to experimental results.