scholarly journals Erratum for “Layered Beam Systems with Interlayer Slip”

1969 ◽  
Vol 95 (5) ◽  
pp. 1029-1029
Author(s):  
James R. Goodman ◽  
Egor P. Popov
Keyword(s):  
Layered Beam ◽  
Interlayer Slip

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

scholarly journals Layered Beam Systems with Interlayer Slip

1968 ◽  
Vol 94 (11) ◽  
pp. 2535-2548 ◽  
Author(s):  
James R. Goodman ◽  
Egor P. Popov
Keyword(s):  
Layered Beam ◽  
Interlayer Slip

Analysis of three-layer beams with non-identical layers and semi-rigid connections

1998 ◽  
Vol 25 (2) ◽  
pp. 271-276 ◽  
Author(s):  
Ying H Chui ◽  
David W Barclay
Keyword(s):  
Finite Element ◽  
Explicit Solution ◽  
Point Load ◽  
Finite Element Analyses ◽  
Bending Deformation ◽  
Simply Supported ◽  
Distributed Load ◽  
Rigid Connection ◽  
Layered Beam ◽  
Interlayer Slip

An explicit solution is presented for three-layer beams with non-identical and semi-rigidly connected layers. Exact designer-usable equations for calculating mid-span deflection due to bending deformation and interlayer slip of a simply supported layered beam subjected to a uniformly distributed load and a point load applied at mid-span are also given. Calculated results agree well with the results from finite element analyses and from tests.Key words: layered beam, semi-rigid connection, explicit solution.

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.

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

Free Vibration Analysis for Tapered Cross-Section Steel-Concrete Composite Material Beam

2017 ◽  
Vol 893 ◽  
pp. 380-383
Author(s):  
Jun Xia ◽  
Z. Shen ◽  
Kun Liu
Keyword(s):  
Finite Element ◽  
Composite Material ◽  
Cross Section ◽  
Vibration Analysis ◽  
Free Vibration Analysis ◽  
Element Model ◽  
Composite Beams ◽  
Shear Connection ◽  
The Common ◽  
Interlayer Slip

The tapered cross-section beams made of steel-concrete composite material are widely used in engineering constructions and their dynamic behavior is strongly influenced by the type of shear connection jointing the two different materials. The 1D high order finite element model for tapered cross-section steel-concrete composite material beam with interlayer slip was established in this paper. The Numerical results for vibration nature frequencies of the composite beams with two typical boundary conditions were compared with ANSYS using 2D plane stress element. The 1D element is more efficient and economical for the common tapered cross-section steel-concrete composite material beams in engineering.

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