A Stress-Strain Model for Unconfined Concrete in Compression considering the Size Effect
In this study, a stress-strain model for unconfined concrete with the consideration of the size effect was proposed. The compressive strength model that is based on the function of specimen width and aspect ratio was used for determining the maximum stress. In addition, in stress-strain relationship...
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| Format: | Article |
| Language: | English |
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Wiley
2019-01-01
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| Series: | Advances in Materials Science and Engineering |
| Online Access: | http://dx.doi.org/10.1155/2019/2498916 |
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| author | Keun-Hyeok Yang Yongjei Lee Ju-Hyun Mun |
| author_facet | Keun-Hyeok Yang Yongjei Lee Ju-Hyun Mun |
| author_sort | Keun-Hyeok Yang |
| collection | DOAJ |
| description | In this study, a stress-strain model for unconfined concrete with the consideration of the size effect was proposed. The compressive strength model that is based on the function of specimen width and aspect ratio was used for determining the maximum stress. In addition, in stress-strain relationship, a strain at the maximum stress was formulated as a function of compressive strength considering the size effect using the nonlinear regression analysis of data records compiled from a wide variety of specimens. The descending branch after the maximum stress was formulated with the consideration of the effect of decreasing area of fracture energy with the increase in equivalent diameter and aspect ratio of the specimen in the compression damage zone (CDZ) model. The key parameter for the slope of the descending branch was formulated as a function of equivalent diameter and aspect ratio of the specimen, concrete density, and compressive strength of concrete. Consequently, a rational stress-strain model for unconfined concrete was proposed. This model reflects trends that the maximum stress and strain at the peak stress decrease and the slope of the descending branch increases, when the equivalent diameter and aspect ratio of the specimen increase. The proposed model agrees well with the test results, irrespective of the compressive strength of concrete, concrete type, equivalent diameter, and aspect ratio of the specimen. |
| format | Article |
| id | doaj-art-52f24cdaed254731b43201c7ecbdd4b1 |
| institution | Kabale University |
| issn | 1687-8434 1687-8442 |
| language | English |
| publishDate | 2019-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Materials Science and Engineering |
| spelling | doaj-art-52f24cdaed254731b43201c7ecbdd4b12025-02-03T05:46:47ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422019-01-01201910.1155/2019/24989162498916A Stress-Strain Model for Unconfined Concrete in Compression considering the Size EffectKeun-Hyeok Yang0Yongjei Lee1Ju-Hyun Mun2Architectural Engineering, Kyonggi University, Suwon, Republic of KoreaArchitectural Engineering, Kyonggi University, Suwon, Republic of KoreaArchitectural Engineering, Kyonggi University, Suwon, Republic of KoreaIn this study, a stress-strain model for unconfined concrete with the consideration of the size effect was proposed. The compressive strength model that is based on the function of specimen width and aspect ratio was used for determining the maximum stress. In addition, in stress-strain relationship, a strain at the maximum stress was formulated as a function of compressive strength considering the size effect using the nonlinear regression analysis of data records compiled from a wide variety of specimens. The descending branch after the maximum stress was formulated with the consideration of the effect of decreasing area of fracture energy with the increase in equivalent diameter and aspect ratio of the specimen in the compression damage zone (CDZ) model. The key parameter for the slope of the descending branch was formulated as a function of equivalent diameter and aspect ratio of the specimen, concrete density, and compressive strength of concrete. Consequently, a rational stress-strain model for unconfined concrete was proposed. This model reflects trends that the maximum stress and strain at the peak stress decrease and the slope of the descending branch increases, when the equivalent diameter and aspect ratio of the specimen increase. The proposed model agrees well with the test results, irrespective of the compressive strength of concrete, concrete type, equivalent diameter, and aspect ratio of the specimen.http://dx.doi.org/10.1155/2019/2498916 |
| spellingShingle | Keun-Hyeok Yang Yongjei Lee Ju-Hyun Mun A Stress-Strain Model for Unconfined Concrete in Compression considering the Size Effect Advances in Materials Science and Engineering |
| title | A Stress-Strain Model for Unconfined Concrete in Compression considering the Size Effect |
| title_full | A Stress-Strain Model for Unconfined Concrete in Compression considering the Size Effect |
| title_fullStr | A Stress-Strain Model for Unconfined Concrete in Compression considering the Size Effect |
| title_full_unstemmed | A Stress-Strain Model for Unconfined Concrete in Compression considering the Size Effect |
| title_short | A Stress-Strain Model for Unconfined Concrete in Compression considering the Size Effect |
| title_sort | stress strain model for unconfined concrete in compression considering the size effect |
| url | http://dx.doi.org/10.1155/2019/2498916 |
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