scholarly journals Exact buckling solution for two-layer Timoshenko beams with interlayer slip

2012 ◽  
Vol 49 (1) ◽  
pp. 143-150 ◽  
Author(s):  
Philippe Le Grognec ◽  
Quang-Huy Nguyen ◽  
Mohammed Hjiaj
Keyword(s):  
Timoshenko Beams ◽  
Interlayer Slip

Theoretical and experimental research on slip and uplift of the timber-concrete composite beam

BioResources ◽  
2020 ◽  
Vol 15 (3) ◽  
pp. 7079-7099
Author(s):  
Jianying Chen ◽  
Guojing He ◽  
Xiaodong (Alice) Wang ◽  
Jiejun Wang ◽  
Jin Yi ◽  
...  
Keyword(s):  
Differential Equations ◽  
Deformation Theory ◽  
Concrete Slab ◽  
Theoretical Calculations ◽  
Structural Element ◽  
Structural Efficiency ◽  
Theoretical Investigations ◽  
New Type ◽  
Interlayer Slip ◽  
Good Agreement

Timber-concrete composite beams are a new type of structural element that is environmentally friendly. The structural efficiency of this kind of beam highly depends on the stiffness of the interlayer connection. The structural efficiency of the composite was evaluated by experimental and theoretical investigations performed on the relative horizontal slip and vertical uplift along the interlayer between composite’s timber and concrete slab. Differential equations were established based on a theoretical analysis of combination effects of interlayer slip and vertical uplift, by using deformation theory of elastics. Subsequently, the differential equations were solved and the magnitude of uplift force at the interlayer was obtained. It was concluded that the theoretical calculations were in good agreement with the results of experimentation.

Free vibration analysis of rotating composite Timoshenko beams with bending-torsion couplings

Meccanica ◽  
2021 ◽  
Author(s):  
Hesheng Han ◽  
Dengqing Cao ◽  
Lun Liu ◽  
Jingbo Gao ◽  
Youxia Li
Keyword(s):  
Free Vibration ◽  
Vibration Analysis ◽  
Free Vibration Analysis ◽  
Timoshenko Beams

scholarly journals Static response of a slightly precurved layered beam with interlayer slip

PAMM ◽  
2021 ◽  
Vol 20 (1) ◽  
Author(s):  
Dominik Ladurner ◽  
Christoph Adam ◽  
Thomas Furtmüller
Keyword(s):  
Static Response ◽  
Layered Beam ◽  
Interlayer Slip
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