<abstract xmlns="http://www.w3.org/1999/xhtml">

<p>The research includes a new model proposed for the stress-strain relationship of unconfined concrete in compression valid for normal and high strength concrete. A wide range of experimental data with varied lab circumstances has been used for fitting and other data for verifying the model. It is noted that the current model has a good agreement with the experimental data for both its ascending and descending branches in normal and high strength concrete depending on the mean of average values of experimental to calculated stresses, coefficient of variation, and difference ratio. Where values of the average experimental to calculated stresses ranged from 0.723 to 1.354 for 38 samples with a mean of 0.994, while the coefficient of variation values ranged from 16.099 to 48.562 with a mean of 27.704 % for these specimens. Also, difference ratio values ranged from 0.86 % to 31.804 % with a mean of 9.009 % for these specimens. The model gives the best results in comparison with other models.</p>
</abstract>

The research includes a new model proposed for the stress-strain relationship of unconfined concrete in compression valid for normal and high strength concrete. A wide range of experimental data with varied lab circumstances has been used for fitting and other data for verifying the model. It is noted that the current model has a good agreement with the experimental data for both its ascending and descending branches in normal and high strength concrete depending on the mean of average values of experimental to calculated stresses, coefficient of variation, and difference ratio. Where values of the average experimental to calculated stresses ranged from 0.723 to 1.354 for 38 samples with a mean of 0.994, while the coefficient of variation values ranged from 16.099 to 48.562 with a mean of 27.704 % for these specimens. Also, difference ratio values ranged from 0.86 % to 31.804 % with a mean of 9.009 % for these specimens. The model gives the best results in comparison with other models.

Formulation of Mathematical Model for Stress-Strain Relationship of Normal and High Strength Concrete Under Compression

Civil and Environmental Engineering

This work is licensed under the Creative Commons Attribution 4.0 International License.

The research includes a new model proposed for the stress-strain relationship of unconfined concrete in compression valid for normal and high strength...

Formulation of Mathematical Model for Stress-Strain Relationship of Normal and High Strength Concrete Under Compression

Online veröffentlicht: 12. Mai 2023

Seitenbereich: 119 - 133

DOI: https://doi.org/10.2478/cee-2023-0011

Schlüsselwörter
Stress-strain relationship, Unconfined concrete, Normal strength concrete, High strength concrete, Coefficient of variation

© 2023 Wisam Hulail Sultan et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Formulation of Mathematical Model for Stress-Strain Relationship of Normal and High Strength Concrete Under Compression

Online veröffentlicht: 12. Mai 2023

Seitenbereich: 119 - 133

DOI: https://doi.org/10.2478/cee-2023-0011

SchlüsselwörterStress-strain relationship, Unconfined concrete, Normal strength concrete, High strength concrete, Coefficient of variation

© 2023 Wisam Hulail Sultan et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Schlüsselwörter
Stress-strain relationship, Unconfined concrete, Normal strength concrete, High strength concrete, Coefficient of variation