University of Anbar
  • Register
  • Login

Anbar Journal of Engineering Sciences

Notice

As part of Open Journals’ initiatives, we create website for scholarly open access journals. If you are responsible for this journal and would like to know more about how to use the editorial system, please visit our website at https://ejournalplus.com or
send us an email to info@ejournalplus.com

We will contact you soon

  1. Home
  2. Volume 12, Issue 1
  3. Authors

Current Issue

By Issue

By Subject

Keyword Index

Author Index

Indexing Databases XML

About Journal

Aims and Scope

Editorial Board

Publication Ethics

Indexing and Abstracting

Related Links

Peer Review Process

News

Facts and Figures

Reviewers in AJES

Numerical Investigations of Bond-Slip Performance in Pull-Out High Strength Concrete Specimens Subjected to Elevated

    Akram S. Mahmoud Shamil K. Ahmed

Anbar Journal of Engineering Sciences, 2021, Volume 12, Issue 1, Pages 20-28
10.37649/aengs.2021.171195

  • Show Article
  • Download
  • Cite
  • Statistics
  • Share

Abstract

The concrete members several blessings over steel beam, like high resistance to prominent tem-perature, higher resistance to fatigue and buckling, high resistance to thermal shock, fire re-sistance, robust resistance against, and explosion. However there are some disadvantages as a result of exploitation totally different materials to product it. The most downside of structural concrete member is its deprived the strength to tensile stresses.The bond mechanism between steel bars and concrete is thought to be influenced by multiple parameters, like the strength of the encompassing media, the prevalence of cacophonous cracks within the concrete and therefore the yield stress of the reinforcement. However, properties of concrete mass has significantly effect when it was subjected to elevated temperature.The objective of this paper presents the results that allocating with the bond behavior of the rein-forcement of steel bar systems below static pull-out loading tests subjected to elevated tempera-tures. This numerical technique relies on relative slip and therefore the stress of bond distribu-tions done the embedded length and size of the bar within the concrete cylinder specimens. The obtained results square measure given and commented with the elemental characteristics of ferroconcrete members. The comparison showed smart agreement with experimental results
Keywords:
    Bond slip pull out test finite element High Strength Concrete and Elevated temperature
Main Subjects:
  • Civil Engineering
  • PDF (2627 K)
  • XML
(2021). Numerical Investigations of Bond-Slip Performance in Pull-Out High Strength Concrete Specimens Subjected to Elevated. Anbar Journal of Engineering Sciences, 12(1), 20-28. doi: 10.37649/aengs.2021.171195
Akram S. Mahmoud; Shamil K. Ahmed. "Numerical Investigations of Bond-Slip Performance in Pull-Out High Strength Concrete Specimens Subjected to Elevated". Anbar Journal of Engineering Sciences, 12, 1, 2021, 20-28. doi: 10.37649/aengs.2021.171195
(2021). 'Numerical Investigations of Bond-Slip Performance in Pull-Out High Strength Concrete Specimens Subjected to Elevated', Anbar Journal of Engineering Sciences, 12(1), pp. 20-28. doi: 10.37649/aengs.2021.171195
Numerical Investigations of Bond-Slip Performance in Pull-Out High Strength Concrete Specimens Subjected to Elevated. Anbar Journal of Engineering Sciences, 2021; 12(1): 20-28. doi: 10.37649/aengs.2021.171195
  • RIS
  • EndNote
  • BibTeX
  • APA
  • MLA
  • Harvard
  • Vancouver
  • Article View: 68
  • PDF Download: 31
  • LinkedIn
  • Twitter
  • Facebook
  • Google
  • Telegram
  • Home
  • Glossary
  • News
  • Aims and Scope
  • Privacy Policy
  • Sitemap

This journal is licensed under a Creative Commons Attribution-NonCommercial 4.0 International (CC BY-NC 4.0)

This journal is licensed under a Creative Commons Attribution 4.0 International (CC-BY 4.0)

Powered by eJournalPlus