Bond strength characterization of concrete filled steel tube as structural member
Studies done by the previous researchers in Concrete Filled Steel Tubes (CFST) have a significant focus on the bond performance of CFST. This paper includes studies on the evaluation of critical parameters such as interface condition, interface length, infilled concrete strength, and end friction a...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
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Electronic Journals for Science and Engineering - International
2022-08-01
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| Series: | Electronic Journal of Structural Engineering |
| Subjects: | |
| Online Access: | http://10.0.0.97/EJSE/article/view/300 |
| _version_ | 1797733570317385728 |
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| author | Vinay Kumar Singh P. K. Gupta S. M. Ali Jawaid |
| author_facet | Vinay Kumar Singh P. K. Gupta S. M. Ali Jawaid |
| author_sort | Vinay Kumar Singh |
| collection | DOAJ |
| description |
Studies done by the previous researchers in Concrete Filled Steel Tubes (CFST) have a significant focus on the bond performance of CFST. This paper includes studies on the evaluation of critical parameters such as interface condition, interface length, infilled concrete strength, and end friction and cross-section dimension in these members. It is found that the effect of interface length had very little impact on the bond stress as it shows a promising value when the interface length is in the range of 200-800 mm and after that, it gets shifted and reduced for larger interface length. But this decrease in the bond stress is affiliated with other parameters, like macro-locking, infilled concrete compressive strength distinctly affects the mean interface bond strength for the sample in the regular condition, the interface bond strength for the most part increases with infilled concrete strength. It is spotted that the friction coefficient of 0.15 is used at both column ends to provide the fixity and it becomes clear that the local buckling pattern of the stub column is independent of the end friction. In both categories of columns, the bond strength among the steel tube and infilled concrete reduced extraordinarily with increased cross-sectional dimension.
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| first_indexed | 2024-03-12T12:30:59Z |
| format | Article |
| id | doaj.art-c347e95ed0c84f8d809545d375c51726 |
| institution | Directory Open Access Journal |
| issn | 1443-9255 |
| language | English |
| last_indexed | 2024-03-12T12:30:59Z |
| publishDate | 2022-08-01 |
| publisher | Electronic Journals for Science and Engineering - International |
| record_format | Article |
| series | Electronic Journal of Structural Engineering |
| spelling | doaj.art-c347e95ed0c84f8d809545d375c517262023-08-29T11:47:30ZengElectronic Journals for Science and Engineering - InternationalElectronic Journal of Structural Engineering1443-92552022-08-01222Bond strength characterization of concrete filled steel tube as structural memberVinay Kumar Singh0P. K. Gupta1S. M. Ali Jawaid2Madan Mohan Malaviya University of TechnologyIndian Institute of Technology RoorkeeMadan Mohan Malaviya University of Technology Studies done by the previous researchers in Concrete Filled Steel Tubes (CFST) have a significant focus on the bond performance of CFST. This paper includes studies on the evaluation of critical parameters such as interface condition, interface length, infilled concrete strength, and end friction and cross-section dimension in these members. It is found that the effect of interface length had very little impact on the bond stress as it shows a promising value when the interface length is in the range of 200-800 mm and after that, it gets shifted and reduced for larger interface length. But this decrease in the bond stress is affiliated with other parameters, like macro-locking, infilled concrete compressive strength distinctly affects the mean interface bond strength for the sample in the regular condition, the interface bond strength for the most part increases with infilled concrete strength. It is spotted that the friction coefficient of 0.15 is used at both column ends to provide the fixity and it becomes clear that the local buckling pattern of the stub column is independent of the end friction. In both categories of columns, the bond strength among the steel tube and infilled concrete reduced extraordinarily with increased cross-sectional dimension. http://10.0.0.97/EJSE/article/view/300bond behaviorend frictioninterface lengthmacro-lockingbond strength |
| spellingShingle | Vinay Kumar Singh P. K. Gupta S. M. Ali Jawaid Bond strength characterization of concrete filled steel tube as structural member Electronic Journal of Structural Engineering bond behavior end friction interface length macro-locking bond strength |
| title | Bond strength characterization of concrete filled steel tube as structural member |
| title_full | Bond strength characterization of concrete filled steel tube as structural member |
| title_fullStr | Bond strength characterization of concrete filled steel tube as structural member |
| title_full_unstemmed | Bond strength characterization of concrete filled steel tube as structural member |
| title_short | Bond strength characterization of concrete filled steel tube as structural member |
| title_sort | bond strength characterization of concrete filled steel tube as structural member |
| topic | bond behavior end friction interface length macro-locking bond strength |
| url | http://10.0.0.97/EJSE/article/view/300 |
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