A new model for predicting the axial compression capacity of reinforced concrete cylinders strengthened with CFRP
Numerous scholars have identified the shortcomings of imprecise terminology and substantial computational inaccuracies in the current models for predicting the axial compression capacity of CFRPstrengthened reinforced concrete (RC) cylinders. To improve the prediction accuracy of the axial compressi...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Polish Academy of Sciences
2024-03-01
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| Series: | Archives of Civil Engineering |
| Subjects: | |
| Online Access: | https://journals.pan.pl/Content/130787/ACE_2024_01_22.pdf |
| _version_ | 1797234844276621312 |
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| author | Guang Guo Li Zhou Bangkang Wang |
| author_facet | Guang Guo Li Zhou Bangkang Wang |
| author_sort | Guang Guo |
| collection | DOAJ |
| description | Numerous scholars have identified the shortcomings of imprecise terminology and substantial computational inaccuracies in the current models for predicting the axial compression capacity of CFRPstrengthened reinforced concrete (RC) cylinders. To improve the prediction accuracy of the axial compressive capacity model for CFRP-strengthened RC cylinders, the present axial compressive capacity model for CFRP-strengthened RC cylinders was scrutinized and evaluated. Drawing on Mander’s constraint theory and the concrete triaxial strength model, a novel axial compressive capacity model for CFRP-strengthened RC cylinders was proposed. This study collected 116 experimental data on the axial compression of CFRP-strengthened RC cylinders and analyzed the accuracy of various models using the data. The findings indicate that the model proposed in this study outperforms other models in predicting axial compression capacity and demonstrates high prediction accuracy. Furthermore, an analysis is conducted on the variation law of the model’s predicted value with respect to the design parameters. The proposed model in this study identifies concrete strength, stirrup spacing, and elastic modulus of CFRP as the primary factors that influence the axial compression capacity of CFRP-strengthened RC cylinders. |
| first_indexed | 2024-04-24T16:38:31Z |
| format | Article |
| id | doaj.art-8a12e5d70217416a8005c553f6ef8b10 |
| institution | Directory Open Access Journal |
| issn | 1230-2945 2300-3103 |
| language | English |
| last_indexed | 2024-04-24T16:38:31Z |
| publishDate | 2024-03-01 |
| publisher | Polish Academy of Sciences |
| record_format | Article |
| series | Archives of Civil Engineering |
| spelling | doaj.art-8a12e5d70217416a8005c553f6ef8b102024-03-29T12:12:25ZengPolish Academy of SciencesArchives of Civil Engineering1230-29452300-31032024-03-01No 1389404https://doi.org/10.24425/ace.2024.148918A new model for predicting the axial compression capacity of reinforced concrete cylinders strengthened with CFRPGuang Guo0https://orcid.org/0000-0001-9962-4216Li Zhou1https://orcid.org/0000-0001-7112-0104Bangkang Wang2https://orcid.org/0000-0003-2877-7869College of Architecture and Urban Planning, Guizhou University, Guiyang 550003, ChinaCollege of Architecture and Urban Planning, Guizhou University, Guiyang 550003, ChinaCollege of Architecture and Urban Planning, Guizhou University, Guiyang 550003, ChinaNumerous scholars have identified the shortcomings of imprecise terminology and substantial computational inaccuracies in the current models for predicting the axial compression capacity of CFRPstrengthened reinforced concrete (RC) cylinders. To improve the prediction accuracy of the axial compressive capacity model for CFRP-strengthened RC cylinders, the present axial compressive capacity model for CFRP-strengthened RC cylinders was scrutinized and evaluated. Drawing on Mander’s constraint theory and the concrete triaxial strength model, a novel axial compressive capacity model for CFRP-strengthened RC cylinders was proposed. This study collected 116 experimental data on the axial compression of CFRP-strengthened RC cylinders and analyzed the accuracy of various models using the data. The findings indicate that the model proposed in this study outperforms other models in predicting axial compression capacity and demonstrates high prediction accuracy. Furthermore, an analysis is conducted on the variation law of the model’s predicted value with respect to the design parameters. The proposed model in this study identifies concrete strength, stirrup spacing, and elastic modulus of CFRP as the primary factors that influence the axial compression capacity of CFRP-strengthened RC cylinders.https://journals.pan.pl/Content/130787/ACE_2024_01_22.pdfinnovative modelaxial compression capacityreinforced concretecylindercfrp |
| spellingShingle | Guang Guo Li Zhou Bangkang Wang A new model for predicting the axial compression capacity of reinforced concrete cylinders strengthened with CFRP Archives of Civil Engineering innovative model axial compression capacity reinforced concrete cylinder cfrp |
| title | A new model for predicting the axial compression capacity of reinforced concrete cylinders strengthened with CFRP |
| title_full | A new model for predicting the axial compression capacity of reinforced concrete cylinders strengthened with CFRP |
| title_fullStr | A new model for predicting the axial compression capacity of reinforced concrete cylinders strengthened with CFRP |
| title_full_unstemmed | A new model for predicting the axial compression capacity of reinforced concrete cylinders strengthened with CFRP |
| title_short | A new model for predicting the axial compression capacity of reinforced concrete cylinders strengthened with CFRP |
| title_sort | new model for predicting the axial compression capacity of reinforced concrete cylinders strengthened with cfrp |
| topic | innovative model axial compression capacity reinforced concrete cylinder cfrp |
| url | https://journals.pan.pl/Content/130787/ACE_2024_01_22.pdf |
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