Experimental Shear Behavior of Fiber Reinforced Composite Corrugated Plate Girders at Intermediate Supports
Bridges with corrugated steel webs have been extensivelyconstructed in different countries. A trapezoidally corrugatedsteel plate is composed of a series of longitudinal andinclined subpanels. For a steel corrugated web girder, it isassumed that the web carries merely shear forces due to theaccordio...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | Arabic |
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Faculty of engineering, Tanta University
2019-12-01
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| Series: | Journal of Engineering Research - Egypt |
| Subjects: | |
| Online Access: | https://erjeng.journals.ekb.eg/article_125725_b1309f82a6b25e1638b0ab52aa9d3a4f.pdf |
| _version_ | 1797799186228314112 |
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| author | O. Kharoob M. Hassanein M. Taman T. Abd El-satar |
| author_facet | O. Kharoob M. Hassanein M. Taman T. Abd El-satar |
| author_sort | O. Kharoob |
| collection | DOAJ |
| description | Bridges with corrugated steel webs have been extensivelyconstructed in different countries. A trapezoidally corrugatedsteel plate is composed of a series of longitudinal andinclined subpanels. For a steel corrugated web girder, it isassumed that the web carries merely shear forces due to theaccordion effect [1,2]. The web in such a girder was found tocarry insignificant longitudinal stresses from the primaryflexure. Consequently, the bending moment is nearly carriedby its flanges. Thus, it is worth pointing out that the shearstrength can be determined without consideration ofmoment-shear interaction. But it was found that problem inan area where intermediate supports that shear forces arecompletely carried by web, and found that the value of theshear resistance, which is a concrete slab by almost beneglected. In recent years has been the study of differenttypes of materials to increase the efficiency of concrete andincrease the shear forces at the intermediate supports. Thusin this research, the effect of adding fiber to the concrete incomposite corrugated plate girders at intermediate supportswas investigated. |
| first_indexed | 2024-03-13T04:15:08Z |
| format | Article |
| id | doaj.art-f3467c7989394c8da892436ef32f9f21 |
| institution | Directory Open Access Journal |
| issn | 2356-9441 2735-4873 |
| language | Arabic |
| last_indexed | 2024-03-13T04:15:08Z |
| publishDate | 2019-12-01 |
| publisher | Faculty of engineering, Tanta University |
| record_format | Article |
| series | Journal of Engineering Research - Egypt |
| spelling | doaj.art-f3467c7989394c8da892436ef32f9f212023-06-21T06:48:47ZaraFaculty of engineering, Tanta UniversityJournal of Engineering Research - Egypt2356-94412735-48732019-12-013December1810.21608/erjeng.2019.125725125725Experimental Shear Behavior of Fiber Reinforced Composite Corrugated Plate Girders at Intermediate SupportsO. Kharoob0M. Hassanein1M. Taman2T. Abd El-satar3Structural Engineering Department, Tanta University, Egypt.Structural Engineering Department, Tanta University, EgyptStructural Engineering Department, Tanta University, Egypt.Structural Engineering Department, Tanta University, Egypt.Bridges with corrugated steel webs have been extensivelyconstructed in different countries. A trapezoidally corrugatedsteel plate is composed of a series of longitudinal andinclined subpanels. For a steel corrugated web girder, it isassumed that the web carries merely shear forces due to theaccordion effect [1,2]. The web in such a girder was found tocarry insignificant longitudinal stresses from the primaryflexure. Consequently, the bending moment is nearly carriedby its flanges. Thus, it is worth pointing out that the shearstrength can be determined without consideration ofmoment-shear interaction. But it was found that problem inan area where intermediate supports that shear forces arecompletely carried by web, and found that the value of theshear resistance, which is a concrete slab by almost beneglected. In recent years has been the study of differenttypes of materials to increase the efficiency of concrete andincrease the shear forces at the intermediate supports. Thusin this research, the effect of adding fiber to the concrete incomposite corrugated plate girders at intermediate supportswas investigated.https://erjeng.journals.ekb.eg/article_125725_b1309f82a6b25e1638b0ab52aa9d3a4f.pdfshear behaviorfiber reinforced composite corrugatedplate girdersintermediate supports |
| spellingShingle | O. Kharoob M. Hassanein M. Taman T. Abd El-satar Experimental Shear Behavior of Fiber Reinforced Composite Corrugated Plate Girders at Intermediate Supports Journal of Engineering Research - Egypt shear behavior fiber reinforced composite corrugated plate girders intermediate supports |
| title | Experimental Shear Behavior of Fiber Reinforced Composite Corrugated Plate Girders at Intermediate Supports |
| title_full | Experimental Shear Behavior of Fiber Reinforced Composite Corrugated Plate Girders at Intermediate Supports |
| title_fullStr | Experimental Shear Behavior of Fiber Reinforced Composite Corrugated Plate Girders at Intermediate Supports |
| title_full_unstemmed | Experimental Shear Behavior of Fiber Reinforced Composite Corrugated Plate Girders at Intermediate Supports |
| title_short | Experimental Shear Behavior of Fiber Reinforced Composite Corrugated Plate Girders at Intermediate Supports |
| title_sort | experimental shear behavior of fiber reinforced composite corrugated plate girders at intermediate supports |
| topic | shear behavior fiber reinforced composite corrugated plate girders intermediate supports |
| url | https://erjeng.journals.ekb.eg/article_125725_b1309f82a6b25e1638b0ab52aa9d3a4f.pdf |
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