Behaviour of Stainless-Steel Fibre-Reinforced Exterior Beam-Column Joints under Reverse Cyclic Loading
The objective of this study is to evaluate the flexural behaviour of stainless-steel fibre-reinforced concrete beam-column (BC) joints under reverse cyclic loading. Based on the properties of concrete with various percentages of fibre, the optimized volume fraction was obtained as 0.75% of stainless...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Hindawi Limited
2023-01-01
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| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2023/7382626 |
| _version_ | 1797803086316568576 |
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| author | Palaniappan Prasath Balaji Shanmugam Paul Awoyera |
| author_facet | Palaniappan Prasath Balaji Shanmugam Paul Awoyera |
| author_sort | Palaniappan Prasath |
| collection | DOAJ |
| description | The objective of this study is to evaluate the flexural behaviour of stainless-steel fibre-reinforced concrete beam-column (BC) joints under reverse cyclic loading. Based on the properties of concrete with various percentages of fibre, the optimized volume fraction was obtained as 0.75% of stainless-steel fibre. In the present work, two sets of beam-column joints with and without fibres were cast and tested under reverse cyclic loading. The beam-column joints were loaded up to five cycles, to study their behaviour, and examine the failure pattern of the joint. Based on test results, parameters such as ductility and the energy absorption capacity characteristics were evaluated. It is concluded that the inclusion of stainless-steel fibre improves the overall seismic resistance of RC beam-column joints. |
| first_indexed | 2024-03-13T05:16:35Z |
| format | Article |
| id | doaj.art-d21b7cfc32da4fd99d3e84b139baf22c |
| institution | Directory Open Access Journal |
| issn | 1687-8094 |
| language | English |
| last_indexed | 2024-03-13T05:16:35Z |
| publishDate | 2023-01-01 |
| publisher | Hindawi Limited |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj.art-d21b7cfc32da4fd99d3e84b139baf22c2023-06-16T00:00:02ZengHindawi LimitedAdvances in Civil Engineering1687-80942023-01-01202310.1155/2023/7382626Behaviour of Stainless-Steel Fibre-Reinforced Exterior Beam-Column Joints under Reverse Cyclic LoadingPalaniappan Prasath0Balaji Shanmugam1Paul Awoyera2Department of Civil EngineeringDepartment of Civil EngineeringDepartment of Civil EngineeringThe objective of this study is to evaluate the flexural behaviour of stainless-steel fibre-reinforced concrete beam-column (BC) joints under reverse cyclic loading. Based on the properties of concrete with various percentages of fibre, the optimized volume fraction was obtained as 0.75% of stainless-steel fibre. In the present work, two sets of beam-column joints with and without fibres were cast and tested under reverse cyclic loading. The beam-column joints were loaded up to five cycles, to study their behaviour, and examine the failure pattern of the joint. Based on test results, parameters such as ductility and the energy absorption capacity characteristics were evaluated. It is concluded that the inclusion of stainless-steel fibre improves the overall seismic resistance of RC beam-column joints.http://dx.doi.org/10.1155/2023/7382626 |
| spellingShingle | Palaniappan Prasath Balaji Shanmugam Paul Awoyera Behaviour of Stainless-Steel Fibre-Reinforced Exterior Beam-Column Joints under Reverse Cyclic Loading Advances in Civil Engineering |
| title | Behaviour of Stainless-Steel Fibre-Reinforced Exterior Beam-Column Joints under Reverse Cyclic Loading |
| title_full | Behaviour of Stainless-Steel Fibre-Reinforced Exterior Beam-Column Joints under Reverse Cyclic Loading |
| title_fullStr | Behaviour of Stainless-Steel Fibre-Reinforced Exterior Beam-Column Joints under Reverse Cyclic Loading |
| title_full_unstemmed | Behaviour of Stainless-Steel Fibre-Reinforced Exterior Beam-Column Joints under Reverse Cyclic Loading |
| title_short | Behaviour of Stainless-Steel Fibre-Reinforced Exterior Beam-Column Joints under Reverse Cyclic Loading |
| title_sort | behaviour of stainless steel fibre reinforced exterior beam column joints under reverse cyclic loading |
| url | http://dx.doi.org/10.1155/2023/7382626 |
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