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Investigation of Load Capacity of Steel Concrete Composite Columns SRC Reinforced by IPE

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
In this study, a column with section IPE and different lengths, completely embedded in concrete, is modelled by finite element software ABAQUS. Columns under different biaxial loading were used and graphs of axial force-axial deformation, interaction axial force, and bending moment and column curve were mapped. The results show that the load capacity of the column, with increasing length and also increasing eccentricity of the axial load, will be reduced. With increasing length, the effect of an increased eccentricity of the reduced load capacity was increased. Equations for the design of the column are also presented. The results of the presented equations were compared with the values obtained from finite element and building national institute 10th topic.
Rocznik
Strony
101--116
Opis fizyczny
Bibliogr. 12 poz., rys., tab., wykr.
Twórcy
  • Department of Civil Engineering, Lorestan University, Khorramabad, Iran
  • Department of Civil Engineering, Zanjan University, Zanjan, Iran
  • Khorramabad Branch, Islamic Azad University, Iran
  • Department of Civil Engineering, Ferdowsi University, Mashhad, Iran
Bibliografia
  • 1. Abdelbaky, H. Nonlinear micromechanics-based finite element analysis of the interfacial behavior of FRP-strengthened reinforced concrete beams. Department of civil engineering, Sherbrook University.
  • 2. Ahmadi, C, Kheyroddin, A and Naderpour, H 2010. Investigation the behavior and comparison of reliable codes on concrete-steel composite columns. Journal of Modeling in Engineering, 8(22), 37-49.
  • 3. AISC 360-05 2005. Specification for structural steel buildings. Chicago, Illinois, USA: America Institute for Steel Construction, ANSI/AISC 360-05, Reston,
  • 4. Bzdawka, K. Composite Column-Calculation Examples, Tampere University of Technology. Department of Civil Engineering, Structural Engineering Research Report 147.
  • 5. Chen, CC and Lin, NJ 2006. Analytical Model for Predicting Axial Capacity and Behavior of Concrete Encased Steel Composite Stub Columns. Journal of Constructional Steel Research, 62, 424-433.
  • 6. EL-Tawil, S and Deierlein GG 1999. Strength and Ductility of Concrete Encased Composite Columns. Journal of Structural Engineering, 125(9), 1009-1019.
  • 7. Fakhri, SR 1995. Investigating steel columns filled with concrete and related Joints, master project in construction. technical college of Tehran university.
  • 8. Liu, GQ and Owen, DRJ 1986. Ultimate load behaviour of reinforced concrete plates and shells under dynamic transient loading. International Journal for Numerical Methods in Engineering, 22(1), 189-208.
  • 9. Mostafinejad, D 2011. Concrete Structures. Arkan publication, 39-53.
  • 10. Popov. Egor Paul 1952. Introduction to Mechanics of Materials. New York: Prentice-Hall.
  • 11. Soroushnia, S, Najafi, H, Momghani, M, Mehrvand, M and Mehrvand, MH 2013. Most accomplished Reference in practical ABAQUS (advanced level. Civil engineering). Negarandeh publication.
  • 12. Todeschini, CE, Bianchini, AC and Kesler, CE 1964. Behavior of Concrete Columns Reinforced with High Strength Steel. Committee of Concrete Reinforcing Bar Producers, America Iron and Steel Institute.
Uwagi
PL
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2019)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-d075f6f9-7ffa-459b-9997-f50458e69110
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