Results 21 to 30 of about 5,214,614 (337)
Study on Bending Performance of Tightly Spliced Truss-Reinforced Plate-Honeycomb Flat Beam
Applied Sciences, 2023 The tightly spliced truss-reinforced plate-honeycomb flat beam is a novel type of composite beam, with the advantages of high rigidity, high bearing capacity, and ease of construction.
Xingyu Mou +4 more
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A Refined Zigzag Beam Theory for Composite and Sandwich Beams [PDF]
Journal of Composite Materials, 2009 A new refined theory for laminated composite and sandwich beams that contains the kinematics of the Timoshenko Beam Theory as a proper baseline subset is presented. This variationally consistent theory is derived from the virtual work principle and employs a novel piecewise linear zigzag function that provides a more realistic representation of the ...
TESSLER A +2 more
openaire +2 more sources
Buildings, 2023 This paper proposes a new type of composite box beam combined with cold-formed thin-walled steel and glued laminated timber to develop green building structures while improving the load-carrying capacity of a single steel girder and glued timber girder ...
Haixu Yang +3 more
doaj +1 more source
Vietnam Journal of Mechanics, 2011 This paper presents a displacement-based finite element formulation for nonlinear analysis of steel - concrete composite planar frames subjected to combined action of gravity and lateral loads.
Le Luong Bao Nghi, Bui Cong Thanh
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Flexural–torsional coupled vibration and buckling of thin-walled open section composite beams using shear-deformable beam theory [PDF]
, 2009 A general analytical model based on shear-deformable beam theory has been developed to study the flexural–torsional coupled vibration and buckling of thin-walled open section composite beams with arbitrary lay-ups.
Lee, Jaehong, Vo, Thuc
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Flexural–torsional behavior of thin-walled composite space frames [PDF]
, 2009 A general analytical model based on the first-order shear deformable beam theory applicable to thin-walled composite space frames with arbitrary lay-ups under external loads is presented.
Lee, Jaehong, Vo, Thuc
core +1 more source
Journal of Engineering, 2018 This study aims to show, the strength of steel beam-concrete slab system without using shear connectors (known as a non-composite action), where the effect of the friction force between the concrete slab and the steel beam has been investigated, by using
Salah R. Al-Zaidee, Ehab Ghazi Al-Hasany
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Geometrically nonlinear theory of thin-walled composite box beams using shear-deformable beam theory [PDF]
, 2010 A general geometrically nonlinear model for thin-walled composite space beams with arbitrary lay-ups under various types of loadings is presented. This model is based on the first-order shear deformable beam theory, and accounts for all the structural ...
Lee, Jaehong, Vo, Thuc
core +1 more source
Finite element modelling of shear connection for steel-concrete composite girders [PDF]
, 2002 The main objective of this thesis is to develop effective 3-dimensional finite element models to trace the behaviour of headed stud shear connectors in composite girders with solid slabs and precast hollow core slabs.
El-lobody, Ehab Abd El-fattah Mohamed
core +7 more sources
Applied Sciences, 2019 In a steel-concrete composite beam (hereafter referred to as a composite beam), partial interaction between the concrete slab and the steel beam results in an appreciable increase in the beam deflections relative to full interaction behavior.
Xinggui Zeng +2 more
doaj +1 more source