Fracture and Structural Integrity e-ISSN 1971-8993 Open access
SI: Structural Integrity and fatigue mechanisms: applications and recent trends Vol. 16, No. 62 (2022)

Failure analysis of compressed earth block using numerical plastic damage model

Author and affiliation details
  • Samir Bouhiyadi Corresponding author Moulay Ismail University of Meknès, Laboratory of Engineering Sciences and Techniques, FST Errachidia, BP 509, Boutalamine, 52000, Errachidia-Morocco samir.bouhiyadi@gmail.com
  • Laidi Souinida Moulay Ismail University of Meknès, Laboratory of Engineering Sciences and Techniques, FST Errachidia, BP 509, Boutalamine, 52000, Errachidia-Morocco
  • Youssef El hassouani Moulay Ismail University of Meknès, Laboratory of Engineering Sciences and Techniques, FST Errachidia, BP 509, Boutalamine, 52000, Errachidia-Morocco
DOI
10.3221/IGF-ESIS.62.44
Pages
634-659
Published
Licence
CC BY 4.0
Published inVol. 16, No. 62 (2022)Go to the issue

Abstract

In the last decade, several studies have been introduced to the development and use of compressed earth blocks in green building construction. Studying the evaluation of existing cracks in construction builders by these blocks is an important industrial and safety subject in recent research. This objective opens a new field in building construction where we describe the mechanical behavior of compressed earth solid blocks. In addition, we offer a solution to rupture damages presented by the propagation of masonry cracks. This paper aims to explore a numerical study in ABAQUS where we analyze the mechanical properties of this block. We started by investigating the elastic phase for this material and it has been generalized to a study in the plastic regime and rupture for the studied block. The different results of numerical simulation of the studied shape are presented, compared, and criticized.

Keywords

Article history

  1. ReceivedUntil the next stage: 54 days
  2. RevisedUntil the next stage: 8 days
  3. AcceptedUntil the next stage: 4 days
  4. Published

How to cite

APA

Bouhiyadi, S., Souinida, L., & El hassouani, Y. (2022). Failure analysis of compressed earth block using numerical plastic damage model. Fracture and Structural Integrity, 16(62), 634–659. https://doi.org/10.3221/IGF-ESIS.62.44

IEEE

S. Bouhiyadi, L. Souinida, and Y. El hassouani, “Failure analysis of compressed earth block using numerical plastic damage model,” Fracture and Structural Integrity, vol. 16, no. 62, pp. 634–659, 2022, doi: 10.3221/IGF-ESIS.62.44.

MLA

Bouhiyadi, Samir, et al. “Failure analysis of compressed earth block using numerical plastic damage model.” Fracture and Structural Integrity, vol. 16, no. 62, 2022, pp. 634–659. https://doi.org/10.3221/IGF-ESIS.62.44.

Chicago

Bouhiyadi, Samir, Laidi Souinida, and Youssef El hassouani. 2022. “Failure analysis of compressed earth block using numerical plastic damage model.” Fracture and Structural Integrity 16 (62): 634–659. https://doi.org/10.3221/IGF-ESIS.62.44.

Harvard

Bouhiyadi, S., Souinida, L. and El hassouani, Y. (2022) ‘Failure analysis of compressed earth block using numerical plastic damage model’, Fracture and Structural Integrity, 16(62), pp. 634–659. doi: 10.3221/IGF-ESIS.62.44.

Vancouver

Bouhiyadi S, Souinida L, El hassouani Y. Failure analysis of compressed earth block using numerical plastic damage model. Fracture and Structural Integrity. 2022;16(62):634-659. doi:10.3221/IGF-ESIS.62.44

BibTeX

@article{bouhiyadi2022, author = {Bouhiyadi, Samir and Souinida, Laidi and El hassouani, Youssef}, title = {Failure analysis of compressed earth block using numerical plastic damage model}, journal = {Fracture and Structural Integrity}, year = {2022}, volume = {16}, number = {62}, pages = {634--659}, doi = {10.3221/IGF-ESIS.62.44}, url = {https://doi.org/10.3221/IGF-ESIS.62.44}, issn = {1971-8993} }

RIS

TY - JOUR AU - Bouhiyadi, Samir AU - Souinida, Laidi AU - El hassouani, Youssef TI - Failure analysis of compressed earth block using numerical plastic damage model JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2022 DA - 2022/09/22 VL - 16 IS - 62 SP - 634 EP - 659 DO - 10.3221/IGF-ESIS.62.44 UR - https://doi.org/10.3221/IGF-ESIS.62.44 SN - 1971-8993 ER -

Licence

Creative Commons Attribution 4.0 International

May be shared and adapted, provided appropriate credit is given. Copyright © 2022 Samir Bouhiyadi, Laidi Souinida, Youssef El hassouani.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

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