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Cyclic Torsion Behavior of Prestressed Concrete Beams

    Authors

    • Akram Shakir Mahmouda
    • Zahraa Ameed Alib
,
10.37649/aengs.2018.145971
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Abstract

The nonlinear finite element analysis has become an important tool, for the structural design and assessment of prestressed reinforced concrete members. However, design and assessment of torsion are still done with simplified analytical or empirical design methods. This paper pre-sents results from a numerical analysis using the ANSYS finite element program to simulate a prestressed concrete beams subjected to static and cyclic torque. The eight- node brick ele-ments SOLID65 are used for the idealization of concrete while the reinforcements are idealized by using 3D spar element LINK8. The steel plates are idealized by using three dimensional solid elements SOLID45. The results showed that the general behavior of the finite element models represented by torque- twist angle relationships show good agreement with the experimental results from the Abdullah's beams.

Keywords

  • Nonlinear Finite Elements
  • Pre
  • stressed Concrete Beams
  • Cyclic Torque
  • and ANSYS
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Anbar Journal of Engineering Sciences
Volume 9, Issue 1
November 2018
Page 233-244
Files
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  • PDF 1.23 M
History
  • Receive Date: 01 December 2018
  • Revise Date: 20 December 2018
  • Accept Date: 25 December 2018
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APA

Shakir Mahmouda, A., & Ameed Alib, Z. (2018). Cyclic Torsion Behavior of Prestressed Concrete Beams. Anbar Journal of Engineering Sciences, 9(1), 233-244. doi: 10.37649/aengs.2018.145971

MLA

Akram Shakir Mahmouda; Zahraa Ameed Alib. "Cyclic Torsion Behavior of Prestressed Concrete Beams". Anbar Journal of Engineering Sciences, 9, 1, 2018, 233-244. doi: 10.37649/aengs.2018.145971

HARVARD

Shakir Mahmouda, A., Ameed Alib, Z. (2018). 'Cyclic Torsion Behavior of Prestressed Concrete Beams', Anbar Journal of Engineering Sciences, 9(1), pp. 233-244. doi: 10.37649/aengs.2018.145971

VANCOUVER

Shakir Mahmouda, A., Ameed Alib, Z. Cyclic Torsion Behavior of Prestressed Concrete Beams. Anbar Journal of Engineering Sciences, 2018; 9(1): 233-244. doi: 10.37649/aengs.2018.145971

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