A Simplified Stress-Crack Width Model for Strain Hardening Cementitious Material (SHCM)

In this study, the influence of fiber orientation on stress-crack width behavior conducts of strain-hardening cementitious materials was experimented with. A simplified stress-crack width model has been developed which may consider the influence of fiber orientation before cracking and the post-peak part of the softening curve. Fiber volume and fiber orientation about the flow direction during casting are considered key parameters. A detailed experimental investigation was performed to understand the behavior of fiber orientation in the matrix. From the experimental investigation, it was observed that 0° fiber orientation shows more strain hardening properties after cracking whereas 90° degree shows the least strain hardening. As a whole, fiber addition in the self-compacting cementitious material brought strain hardening behavior in the matrix. Based on the experimental results, the model parameters were observed and formulated. To validate the simplified model, a comparison was made between experimental results and the proposed model. A quality agreement was accomplished between experimental results and the proposed simplified model.

Authors

Publication Details

Journal
Journal of Construction and Building Materials Engineering
Published
2025-01-01
DOI
https://doi.org/10.46610/jocbme.2025.v011i01.005
Primary Topic
Innovative concrete reinforcement materials
Type
article
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article

A Simplified Stress-Crack Width Model for Strain Hardening Cementitious Material (SHCM)

M. A. Mamun, Anik Mahamud, Md Abdul Karim
Journal of Construction and Building Materials Engineering
Innovative concrete reinforcement materials
article

A Simplified Stress-Crack Width Model for Strain Hardening Cementitious Material (SHCM)

M. A. Mamun, Anik Mahamud, Md Abdul Karim
article en

Abstract

In this study, the influence of fiber orientation on stress-crack width behavior conducts of strain-hardening cementitious materials was experimented with. A simplified stress-crack width model has been developed which may consider the influence of fiber orientation before cracking and the post-peak part of the softening curve. Fiber volume and fiber orientation about the flow direction during casting are considered key parameters. A detailed experimental investigation was performed to understand the behavior of fiber orientation in the matrix. From the experimental investigation, it was observed that 0° fiber orientation shows more strain hardening properties after cracking whereas 90° degree shows the least strain hardening. As a whole, fiber addition in the self-compacting cementitious material brought strain hardening behavior in the matrix. Based on the experimental results, the model parameters were observed and formulated. To validate the simplified model, a comparison was made between experimental results and the proposed model. A quality agreement was accomplished between experimental results and the proposed simplified model.

Journal of Construction and Building Materials EngineeringVol. 11(1)
Openalex Percentile: Top 93%
Innovative concrete reinforcement materials
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A Simplified Stress-Crack Width Model for Strain Hardening Cementitious Material (SHCM) — M. A. Mamun, Anik Mahamud, et al. · Journal of Construction and Building Materials Engineering (2025) | TGRS Research Map | TGRS