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This paper assesses the structural performance (force-slip response, slip modulus, and failure modes) of a CLT-concrete composite by conducting fifteen push-out test specimens. In addition, non-linear 3D finite element analysis was also developed to simulate the load-slip behavior of the CLT-concrete specimens under shear load. All 15 test specimens simulating the effect of concrete thickness, connection angle and penetration depth with four different shear connector types were built and tested to evaluate the flexural performance. Experimental results show that the maximum shear capacity for the composite action is obtained when the fixing angle is $90^{\circ}$ and the penetration depth of 95mm for SC normal screw was used to achieve ductile failure compared to other shear connectors.
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참고문헌 (9)
참고문헌 신청
Baker, W. F. / 2014 / Timber Tower Research: Concrete Jointed Timber Frame / Proceedings of the Structures Congress :1255~1266
Park, A. R. / 2017 / Failure investigation of Timber-Concrete Composite Structure System with Various Embedment Lengths of Shear Connectors / Proceedings of the Korea Concrete Institute Autumn Conference 29(2):721~722
Ollgaard, J. G. / 1971 / Shear Strength of Stud Connectors in Lightweight and Normal-Weight Concrete
Hassanieh, A. / 2016 / Load-slip behaviour of steel-cross laminated timber (CLT) composite connections / Journal of Constructional Steel Research 122:110~121
김동백 / 2014 / 진동실험을 통한 슬래브구조물의 사용성 평가 / 한국재난정보학회 논문집 10(2):312~318
Park, A. R. / 2017 / Failure investigation of Timber-Concrete Composite Structure System with Various Embedment Lengths of Shear Connectors / Proceedings of the Korea Concrete Institute Autumn Conference 29(2):721~722
Ollgaard, J. G. / 1971 / Shear Strength of Stud Connectors in Lightweight and Normal-Weight Concrete
Hassanieh, A. / 2016 / Load-slip behaviour of steel-cross laminated timber (CLT) composite connections / Journal of Constructional Steel Research 122:110~121
김동백 / 2014 / 진동실험을 통한 슬래브구조물의 사용성 평가 / 한국재난정보학회 논문집 10(2):312~318
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