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Finite element analysis and parametric study of continuous steel–concrete composite beams stiffened with post-tensioned tendons
Faculty
Engineering
Year:
2017
Type of Publication:
ZU Hosted
Pages:
Authors:
Hesham Mohamed Fawzy Ibrahiem Shaban
Staff Zu Site
Abstract In Staff Site
Journal:
Advances in Structural Engineering Advances in Structural Engineering
Volume:
Keywords :
Finite element analysis , parametric study , continuous
Abstract:
Externally post-tensioned tendons can cause an initial compressive stress in steel–concrete composite sections at the hogging moment region, and then a part of the tensile stress in the concrete flange can be relieved. This study presents a detailed finite element analysis of the nonlinear flexural response of continuous steel–concrete composite beams strengthened with externally post-tensioned tendons. The initial post-tensioning force is introduced as an initial strain in the truss element that used to simulate the external tendons. The accuracy of the finite element model is validated using existing experimental works. The effects of tendon eccentricity, longitudinal steel rebar ratio, and initial post-tensioning force on the beam behavior are explored. Furthermore, deterministic and stochastic shrinkage effects are carried out to obtain the long-term random responses of the strengthened beams as well as unstrengthened beams. However, the ultimate capacity of the strengthened beam increases only by 8%, the cracked moment redoubles, and an affirmative behavior over the unstrengthened beams is obtained. Also, a rapid decay in the long-term deformation of continuous steel–concrete composite beams is obtained at the early age while a linear decrease in the remaining part of the age occurs.
Author Related Publications
Hesham Mohamed Fawzy Ibrahiem Shaban , "Cyclic loading behavior on strengthened composite beams using external post-tensioning tendons (experimental study)", elsevier, 2021
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Hesham Mohamed Fawzy Ibrahiem Shaban , "Effect of external post-tensioning on steel–concrete composite beams with partial connection", elsevier, 2021
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Hesham Mohamed Fawzy Ibrahiem Shaban , "Fatigue loading characteristic for the composite steel-concrete beams", frattura ed Integrita Strutturale, 2021
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Hesham Mohamed Fawzy Ibrahiem Shaban , "The Effects of Shear Stud Distribution on the Fatigue Behavior of Steel–Concrete Composite Beams", Arabian Journal for Science and Engineering, 2020
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Hesham Mohamed Fawzy Ibrahiem Shaban , "Design of Active Control System for Equivalent Single Degree of Freedom System SDOF", لايوجد, 1900
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Department Related Publications
Eshak Ibrahiem Eshak Hana, "A Robust Nonlinear Mathematical Programming Model for Design of Laterally Loaded Orthotropic Steel Plates", Structural Engineering and Mechanics, Vol.14, No.2 (2002) 223-236, Techno-Press, Korea., 2002
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Eshak Ibrahiem Eshak Hana, "Technical Inspection of 26 Railway Steel Bridges in Egypt", 4th Alexandria International Conference on Structural and Geotechnical Engineering, Vol.1, Alex. Univ., Alexandria, Egypt, April 2001., 2001
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Eshak Ibrahiem Eshak Hana, "Distribution of Longitudinal Stresses in Box Girder Bridges Subjected to Unsymmetrical Vertical Loading", 1st Egyptian Structural Eng. Conference, Cairo Univ., Vol 3, April 1985., 1985
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Ehab Boghdady Hana Mattar, "BEHAVIOR OF AXIALLY LOADED STEEL COLUMNS WITH SLENDER STEEL SECTIONS", لايوجد, 1900
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Rania Mohamed Samier Mohamed Kamal Amien, "Control of Structures using Active Tuned Mass Damper", لايوجد, 1900
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