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

• Autorzy: Beiranvand Peyman , Abdollahifar Matin , Moradpour Ahmad , Sadeghi Golmakani Saeideh

Identyfikatory

DOI

10.2478/ceer-2019-0019

• 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.

Słowa kluczowe

EN

seel-concrete composite columns; investigation of load; biaxially loads

PL

żelbetowe kolumny kompozytowe; badania obciążenia; obciążenie dwuosiowe

• Wydawca: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego
• Czasopismo: Civil and Environmental Engineering Reports
• Rocznik: 2019
• Tom: Vol. 29, no. 2
• Strony: 101--116
• Opis fizyczny: Bibliogr. 12 poz., rys., tab., wykr.

Twórcy

autor

Beiranvand Peyman

• Department of Civil Engineering, Lorestan University, Khorramabad, Iran

autor

Abdollahifar Matin

• Department of Civil Engineering, Zanjan University, Zanjan, Iran

autor

Moradpour Ahmad

• Khorramabad Branch, Islamic Azad University, Iran

autor

Sadeghi Golmakani Saeideh

• Department of Civil Engineering, Ferdowsi University, Mashhad, Iran

Bibliografia

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• 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)