Composite beam theory for pretensioned concrete structures with solutions to transfer length and immediate prestress losses

2016 ◽  
Vol 126 ◽  
pp. 739-758 ◽  
Author(s):  
Fengtao Bai ◽  
James S. Davidson
Keyword(s):  
Composite Beam ◽  
Concrete Structures ◽  
Beam Theory ◽  
Transfer Length ◽  
Prestress Losses ◽  
Pretensioned Concrete

Analysis of transfer length for prestressed FRP tendons in pretensioned concrete using composite beam theory

2019 ◽  
Vol 208 ◽  
pp. 665-677 ◽  
Author(s):  
Xin Sha ◽  
James S. Davidson
Keyword(s):  
Composite Beam ◽  
Beam Theory ◽  
Transfer Length ◽  
Pretensioned Concrete

An Investigation of Transfer Length In Pretensioned Concrete Using Photoelasticity

PCI Journal ◽  
1963 ◽  
Vol 8 (4) ◽  
pp. 13-30 ◽  
Author(s):  
Don A. Linger ◽  
Suryaji R. Bhonsle
Keyword(s):  
Transfer Length ◽  
Pretensioned Concrete

The transfer length in reinforced concrete structures strengthened with composite plates: Experimental study and modelling

2007 ◽  
Vol 67 (3-4) ◽  
pp. 707-719 ◽  
Author(s):  
Jean-François Destrebecq ◽  
Michel Grédiac ◽  
Veronica Sierra-Ruiz
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Concrete Structures ◽  
Composite Plates ◽  
Reinforced Concrete Structures ◽  
Transfer Length

scholarly journals A Kollár and Pluzsik anisotropic composite beam theory for arbitrary multicelled cross sections

2016 ◽  
Vol 35 (23) ◽  
pp. 1696-1711 ◽  
Author(s):  
Danilo S Victorazzo ◽  
Andre De Jesus
Keyword(s):  
Finite Element ◽  
Cross Sections ◽  
Composite Beam ◽  
Linear Equations ◽  
Beam Theory ◽  
Element Formulation ◽  
Compliance Matrix ◽  
Asymmetric System ◽  
Anisotropic Composite ◽  
Stiffness Matrices

In this paper we extend Kollár and Pluzsik’s thin-walled anisotropic composite beam theory to include multiple cells with open branches and booms, and present a finite element formulation utilizing the stiffness matrix obtained from this theory. To recover the 4 × 4 compliance matrix of a beam containing N closed cells, we solve an asymmetric system of 2N + 4 linear equations four times with unitary section loads and extract influence coefficients from the calculated strains. Finally, we compare 4 × 4 stiffness matrices of a multicelled beam using this method against matrices obtained using the finite element method to demonstrate accuracy. Similarly to its originating theory, the effects of shear deformation and restrained warping are assumed negligible.

scholarly journals Flexural Interpretation of Simply Supported Laminated Composite Beam

2020 ◽  
Vol 8 (5) ◽  
pp. 3559-3565
Keyword(s):  
Shear Deformation ◽  
Composite Beam ◽  
Laminated Composite ◽  
Beam Theory ◽  
Composite Beams ◽  
Shear Stresses ◽  
Bending Stress ◽  
Simply Supported ◽  
Laminated Composite Beam ◽  
Laminated Composite Beams

In this Paper, the analysis of simply supported laminated composite beam having uniformly distributed load is performed. The solutions obtained in the form of the displacements and stresses for different layered cross ply laminated composite simply supported beams subjected uniformly distributed to load. Different aspect ratio consider for different results in terms of displacement, bending stress and shear stresses. The shear stresses are calculated with the help of equilibrium equation and constitutive relationship. Using displacement field including trigonometric function of laminated composite beams are derived from virtual displacement principle. There are axial displacement, transverse displacement, bending stress and shear stresses. In addition, Euler-Bernoulli (ETB), First order shear deformation beam theory (FSDT), Higher order shear deformation beam theory (HSDT) and Hyperbolic shear deformation beam theory (HYSDT) solution have been made for comparison and better accuracy of solutions and results of static analyses of laminated composite beams for simply supported laminated composite beam.

Damage analysis by physically nonlinear composite beam theory

2017 ◽  
Vol 182 ◽  
pp. 652-665 ◽  
Author(s):  
Fang Jiang ◽  
Wenbin Yu
Keyword(s):  
Composite Beam ◽  
Beam Theory ◽  
Damage Analysis ◽  
Nonlinear Composite

Transfer length in full-scale pretensioned concrete beams with 1.4 m and 2.4 m section depths

2018 ◽  
Vol 171 ◽  
pp. 433-444 ◽  
Author(s):  
Jun-Mo Yang ◽  
Jin-Kook Kim ◽  
Doo-Yeol Yoo
Keyword(s):  
Concrete Beams ◽  
Full Scale ◽  
Transfer Length ◽  
Pretensioned Concrete
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