Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Miscellanea Vol. 10, No. 36 (2016)

Effect of flexural crack on plain concrete beam failure mechanism A numerical simulation

Author and affiliation details
  • Abdoullah Namdar Corresponding author ab_namdar@yahoo.com
  • Ershad Darvishi
  • Xiong Feng
  • Ideris Zakaria
  • Fadzil Mat Yahaya
DOI
10.3221/IGF-ESIS.36.17
Pages
Pages 168-181
Published
Published inVol. 10, No. 36 (2016)Go to the issue

Abstract

The flexural failure of plain concrete beam occurs along with development of flexural crack on beam. In this paper by using ABAQUS, mechanism failure of plain concrete beam under three steps have been simulated. The cracking moment has been analytically calculated and applied on the both sides of the fixed beam, and flexural crack has been simulated on beam. Displacement, von Mises, load reaction, displacementcrack length, von Mises-crack length and von Mises-displacement of beams have been graphical depicted. Results indicated that, the flexural crack governs beam mechanism failure and its effects on beam resistance failure. It has been found that the flexural crack in initial stage it developed slowly and changes to be fast at the final stage of collapsing beam due to reduction of the flexural resistance of beam. Increasing mechanical properties of concrete, collapse displacement is reduced.

Keywords

Article history

  1. ReceivedUntil the next stage: 0 days
  2. AcceptedUntil the next stage: 0 days
  3. Published

How to cite

APA

Namdar, A., Darvishi, E., Feng, X., Zakaria, I., & Yahaya, F. M. (2016). Effect of flexural crack on plain concrete beam failure mechanism A numerical simulation. Fracture and Structural Integrity, 10(36), Pages 168–181. https://doi.org/10.3221/IGF-ESIS.36.17

IEEE

A. Namdar, E. Darvishi, X. Feng, I. Zakaria, and F. M. Yahaya, “Effect of flexural crack on plain concrete beam failure mechanism A numerical simulation,” Fracture and Structural Integrity, vol. 10, no. 36, pp. Pages 168–181, 2016, doi: 10.3221/IGF-ESIS.36.17.

MLA

Namdar, Abdoullah, et al. “Effect of flexural crack on plain concrete beam failure mechanism A numerical simulation.” Fracture and Structural Integrity, vol. 10, no. 36, 2016, pp. Pages 168–181. https://doi.org/10.3221/IGF-ESIS.36.17.

Chicago

Namdar, Abdoullah, Ershad Darvishi, Xiong Feng, Ideris Zakaria, and Fadzil Mat Yahaya. 2016. “Effect of flexural crack on plain concrete beam failure mechanism A numerical simulation.” Fracture and Structural Integrity 10 (36): Pages 168–181. https://doi.org/10.3221/IGF-ESIS.36.17.

Harvard

Namdar, A., Darvishi, E., Feng, X., Zakaria, I. and Yahaya, F.M. (2016) ‘Effect of flexural crack on plain concrete beam failure mechanism A numerical simulation’, Fracture and Structural Integrity, 10(36), pp. Pages 168–181. doi: 10.3221/IGF-ESIS.36.17.

Vancouver

Namdar A, Darvishi E, Feng X, Zakaria I, Yahaya FM. Effect of flexural crack on plain concrete beam failure mechanism A numerical simulation. Fracture and Structural Integrity. 2016;10(36):Pages 168-181. doi:10.3221/IGF-ESIS.36.17

BibTeX

@article{namdar2016, author = {Namdar, Abdoullah and Darvishi, Ershad and Feng, Xiong and Zakaria, Ideris and Yahaya, Fadzil Mat}, title = {Effect of flexural crack on plain concrete beam failure mechanism A numerical simulation}, journal = {Fracture and Structural Integrity}, year = {2016}, volume = {10}, number = {36}, pages = {Pages 168--181}, doi = {10.3221/IGF-ESIS.36.17}, url = {https://doi.org/10.3221/IGF-ESIS.36.17}, issn = {1971-8993} }

RIS

TY - JOUR AU - Namdar, Abdoullah AU - Darvishi, Ershad AU - Feng, Xiong AU - Zakaria, Ideris AU - Yahaya, Fadzil Mat TI - Effect of flexural crack on plain concrete beam failure mechanism A numerical simulation JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2016 DA - 2016/03/22 VL - 10 IS - 36 SP - Pages 168 EP - 181 DO - 10.3221/IGF-ESIS.36.17 UR - https://doi.org/10.3221/IGF-ESIS.36.17 SN - 1971-8993 ER -

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