Consistent choice for cohesion and internal friction for concrete constitutive models

Muhammad Ajmal*, Danish Ahmed, Mohammed H. Baluch, Muhammad K. Rahman, Tahar Ayadat

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

1 Scopus citations

Abstract

Various constitutive models are used in the nonlinear finite element (FE) analysis of reinforced concrete (RC) structures. Several researchers still utilize the Drucker-Prager model in conjunction with the tension cut-off to predict the reaction of reinforced concrete in structures such beams, beam-column joints, and slabs, despite the fact that concrete response models have progressed significantly. To accurately capture the non-linear behavior of RC members using the Drucker Prager model cohesion factor “c” and angle of friction “ϕ” plays an important role. This paper addresses the issue of how to select appropriate values for the angle of internal friction “ϕ” and a consistent cohesion factor “c” in the Drucker-Prager or the Mohr–Coulomb elastoplastic constitutive models in nonlinear finite element modeling to investigate the behavior of reinforced concrete structures. Literature shows a big variation in the selection of “ϕ”, from 10° to almost 60°, obtained by calibrating the results of the numerical model to experimentally observed data. In this paper, using theoretical concepts, it is shown that different values of “ϕ” and “c” can be obtained, depending on whether the two parameters involved are calibrated to data involving, two at a time, of the three easily available experimental measures i.e. uniaxial compressive strength, fc′, uniaxial tensile strength, ft, and biaxial compressive strength, fbc′. The concepts are further strengthened by comparing numerical results to experimental results for studies conducted on flexure-reinforced concrete beams and external beam-column joints in different research centers worldwide.

Original languageEnglish
Article number43
JournalInnovative Infrastructure Solutions
Volume8
Issue number1
DOIs
StatePublished - Jan 2023

Bibliographical note

Publisher Copyright:
© 2022, Springer Nature Switzerland AG.

Keywords

  • Beam-column Joint
  • Cohesion
  • Cyclic load test
  • Drucker Prager
  • Elastoplastic constitutive models
  • Internal friction

ASJC Scopus subject areas

  • Environmental Engineering
  • Civil and Structural Engineering
  • Building and Construction
  • Geotechnical Engineering and Engineering Geology
  • Engineering (miscellaneous)

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