Prediction of Flexural Strength of Concrete Beams Using the Response-2000 Program and Equation Approach
Flexural strength is one of the mechanical properties of concrete that should be tested, especially for concrete that serves as a beam and is subjected to flexural loads. However, the assessment of flexural strength in concrete frequently relies solely on a mathematical approach that several previou...
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| Format: | Article |
| Language: | English |
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Universitas Diponegoro
2022-07-01
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| Series: | Media Komunikasi Teknik Sipil |
| Subjects: | |
| Online Access: | https://ejournal.undip.ac.id/index.php/mkts/article/view/42017 |
| _version_ | 1798029054633312256 |
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| author | Fanny Monika Kholil Muqorrobin Hakas Prayuda Talitha Zhafira Lilis Tiyani |
| author_facet | Fanny Monika Kholil Muqorrobin Hakas Prayuda Talitha Zhafira Lilis Tiyani |
| author_sort | Fanny Monika |
| collection | DOAJ |
| description | Flexural strength is one of the mechanical properties of concrete that should be tested, especially for concrete that serves as a beam and is subjected to flexural loads. However, the assessment of flexural strength in concrete frequently relies solely on a mathematical approach that several previous researchers have found. Concrete structures continue to evolve, particularly in the use of more diverse and sustainable constituent materials. Meanwhile, the generated equations use conventional concrete without adding cementitious or replacement components. Therefore, it is necessary to investigate whether these equations can accurately predict the flexural strength of concrete with diverse constituent materials. This investigation was undertaken by reviewing 72 data sets derived from the experiment by previous researchers. Each set of test data will be compared to various formulas and will also be compared to the analysis performed using Response-2000. The results show that the correlation between Response-2000 and the experiment was 0.8207 with the linear regression equation y = 1.1326x + 1.0016. The flexural strength analysis using various approach formulas resulted in an average correlation R² of 0.8246, or 82.46% correlated to the results of the flexural strength of laboratory tests. |
| first_indexed | 2024-04-11T19:18:07Z |
| format | Article |
| id | doaj.art-b0ce437a7d344f1aa5039fc780efe692 |
| institution | Directory Open Access Journal |
| issn | 0854-1809 2549-6778 |
| language | English |
| last_indexed | 2024-04-11T19:18:07Z |
| publishDate | 2022-07-01 |
| publisher | Universitas Diponegoro |
| record_format | Article |
| series | Media Komunikasi Teknik Sipil |
| spelling | doaj.art-b0ce437a7d344f1aa5039fc780efe6922022-12-22T04:07:23ZengUniversitas DiponegoroMedia Komunikasi Teknik Sipil0854-18092549-67782022-07-01281404810.14710/mkts.v28i1.4201721024Prediction of Flexural Strength of Concrete Beams Using the Response-2000 Program and Equation ApproachFanny Monika0Kholil Muqorrobin1Hakas Prayuda2https://orcid.org/0000-0002-7202-1201Talitha Zhafira3Lilis Tiyani4Universitas Muhammadiyah Yogyakarta, IndonesiaUniversitas Muhammadiyah Yogyakarta, IndonesiaUniversitas Muhammadiyah Yogyakarta, IndonesiaUniversitas Semarang, IndonesiaPoliteknik Negeri Jakarta, IndonesiaFlexural strength is one of the mechanical properties of concrete that should be tested, especially for concrete that serves as a beam and is subjected to flexural loads. However, the assessment of flexural strength in concrete frequently relies solely on a mathematical approach that several previous researchers have found. Concrete structures continue to evolve, particularly in the use of more diverse and sustainable constituent materials. Meanwhile, the generated equations use conventional concrete without adding cementitious or replacement components. Therefore, it is necessary to investigate whether these equations can accurately predict the flexural strength of concrete with diverse constituent materials. This investigation was undertaken by reviewing 72 data sets derived from the experiment by previous researchers. Each set of test data will be compared to various formulas and will also be compared to the analysis performed using Response-2000. The results show that the correlation between Response-2000 and the experiment was 0.8207 with the linear regression equation y = 1.1326x + 1.0016. The flexural strength analysis using various approach formulas resulted in an average correlation R² of 0.8246, or 82.46% correlated to the results of the flexural strength of laboratory tests.https://ejournal.undip.ac.id/index.php/mkts/article/view/42017kuat lenturmaterial penggantiresponse-2000kuat tekanbalok beton |
| spellingShingle | Fanny Monika Kholil Muqorrobin Hakas Prayuda Talitha Zhafira Lilis Tiyani Prediction of Flexural Strength of Concrete Beams Using the Response-2000 Program and Equation Approach Media Komunikasi Teknik Sipil kuat lentur material pengganti response-2000 kuat tekan balok beton |
| title | Prediction of Flexural Strength of Concrete Beams Using the Response-2000 Program and Equation Approach |
| title_full | Prediction of Flexural Strength of Concrete Beams Using the Response-2000 Program and Equation Approach |
| title_fullStr | Prediction of Flexural Strength of Concrete Beams Using the Response-2000 Program and Equation Approach |
| title_full_unstemmed | Prediction of Flexural Strength of Concrete Beams Using the Response-2000 Program and Equation Approach |
| title_short | Prediction of Flexural Strength of Concrete Beams Using the Response-2000 Program and Equation Approach |
| title_sort | prediction of flexural strength of concrete beams using the response 2000 program and equation approach |
| topic | kuat lentur material pengganti response-2000 kuat tekan balok beton |
| url | https://ejournal.undip.ac.id/index.php/mkts/article/view/42017 |
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