Reliability analysis of FRP-timber system
Wood is one of the oldest materials that has always been known as a construction material. Despite its widespread application and unique properties, it has weaknesses such as relatively brittle behavior, especially in bending. In order to improve its performance and boost its features or strengthen...
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| Format: | Article |
| Language: | fas |
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Sharif University of Technology
2022-11-01
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| Series: | مهندسی عمران شریف |
| Subjects: | |
| Online Access: | https://sjce.journals.sharif.edu/article_22858_b18f6a020f445aafd15668a78c6b81e8.pdf |
| _version_ | 1797742483365429248 |
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| author | S. Palizi V. Toufigh |
| author_facet | S. Palizi V. Toufigh |
| author_sort | S. Palizi |
| collection | DOAJ |
| description | Wood is one of the oldest materials that has always been known as a construction material. Despite its widespread application and unique properties, it has weaknesses such as relatively brittle behavior, especially in bending. In order to improve its performance and boost its features or strengthen wooden structural members, one solution is to employ FRP component, which is widely used as a rehabilitation tool. The lightness and ease of application for different materials such as concrete, wood, and steel have made it possible to increase the strength and ductility of structural elements. In this study, the few models that were available for the wood-FRP system were collected, and the uncertainty of six variables, as the most effective parameters in the strength of this system, was selected for reliability analysis. Also, during the steps, three live to dead load ratios equal to 0.75, 1, and 1.25 were assumed as the design loads. What was achieved during this research was that during the design process of wood-FRP, uncertainties had a significant impact on the reliability of existing models. Some models could be reliable enough to be applied for design purposes; however, uncertainties seriously affect the reliability of some models. Accordingly, the average reliability index of all six available models decreased from 4.88 in case one fails to consider uncertainties to 2.71 with uncertainties of the models. Among the five existing models presented in previous studies, the Palizi and Toufigh model with an average reliability index of 3.61 was the best-proposed model, which is in good agreement with the acceptable index of existing structural design criteria. It is worth noting that various variables affect the reliability of this system. However, in this study, only the uncertainty of the six variables of modulus of elasticity, thickness, length, and width of FRP, along with wood width and its compressive strength, was considered. Other sources of uncertainties may be considered while analyzing this system in future studies. |
| first_indexed | 2024-03-12T14:41:29Z |
| format | Article |
| id | doaj.art-dd30107efc264e1f8a38ca270bd867cf |
| institution | Directory Open Access Journal |
| issn | 2676-4768 2676-4776 |
| language | fas |
| last_indexed | 2024-03-12T14:41:29Z |
| publishDate | 2022-11-01 |
| publisher | Sharif University of Technology |
| record_format | Article |
| series | مهندسی عمران شریف |
| spelling | doaj.art-dd30107efc264e1f8a38ca270bd867cf2023-08-16T07:02:42ZfasSharif University of Technologyمهندسی عمران شریف2676-47682676-47762022-11-0138.23.18910010.24200/j30.2022.60571.310922858Reliability analysis of FRP-timber systemS. Palizi0V. Toufigh1Faculty of Civil Engineering Sharif University of TechnologyFaculty of Civil Engineering Sharif University of TechnologyWood is one of the oldest materials that has always been known as a construction material. Despite its widespread application and unique properties, it has weaknesses such as relatively brittle behavior, especially in bending. In order to improve its performance and boost its features or strengthen wooden structural members, one solution is to employ FRP component, which is widely used as a rehabilitation tool. The lightness and ease of application for different materials such as concrete, wood, and steel have made it possible to increase the strength and ductility of structural elements. In this study, the few models that were available for the wood-FRP system were collected, and the uncertainty of six variables, as the most effective parameters in the strength of this system, was selected for reliability analysis. Also, during the steps, three live to dead load ratios equal to 0.75, 1, and 1.25 were assumed as the design loads. What was achieved during this research was that during the design process of wood-FRP, uncertainties had a significant impact on the reliability of existing models. Some models could be reliable enough to be applied for design purposes; however, uncertainties seriously affect the reliability of some models. Accordingly, the average reliability index of all six available models decreased from 4.88 in case one fails to consider uncertainties to 2.71 with uncertainties of the models. Among the five existing models presented in previous studies, the Palizi and Toufigh model with an average reliability index of 3.61 was the best-proposed model, which is in good agreement with the acceptable index of existing structural design criteria. It is worth noting that various variables affect the reliability of this system. However, in this study, only the uncertainty of the six variables of modulus of elasticity, thickness, length, and width of FRP, along with wood width and its compressive strength, was considered. Other sources of uncertainties may be considered while analyzing this system in future studies.https://sjce.journals.sharif.edu/article_22858_b18f6a020f445aafd15668a78c6b81e8.pdfreliabilitystrengtheningwoodfrpfinite element model |
| spellingShingle | S. Palizi V. Toufigh Reliability analysis of FRP-timber system مهندسی عمران شریف reliability strengthening wood frp finite element model |
| title | Reliability analysis of FRP-timber system |
| title_full | Reliability analysis of FRP-timber system |
| title_fullStr | Reliability analysis of FRP-timber system |
| title_full_unstemmed | Reliability analysis of FRP-timber system |
| title_short | Reliability analysis of FRP-timber system |
| title_sort | reliability analysis of frp timber system |
| topic | reliability strengthening wood frp finite element model |
| url | https://sjce.journals.sharif.edu/article_22858_b18f6a020f445aafd15668a78c6b81e8.pdf |
| work_keys_str_mv | AT spalizi reliabilityanalysisoffrptimbersystem AT vtoufigh reliabilityanalysisoffrptimbersystem |