Study on Behaviour of Beam Column Joint using Glass Fibre Reinforced Polymer and Steel as Reinforcing Material |
Author(s): |
| Aswathy A , Rajadhani Institute of Engineering and Technology, Nagaroor, TVM; Midhula R Krishna, Rajadhani Institute of Engineering and Technology, Nagaroor, TVM |
Keywords: |
| Interior Beam Column Joint, Corner Beam Column Joint, Cyclic Loading, ANSYS, Energy Dissipation Capacity, Von-Mises Stress |
Abstract |
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The beam column joint is an important element to consider while designing structures especially in seismic prone areas. As a result of high wind and earthquake loads, the majority of joints may collapse due to shear failure. Beam column joint is one of the most vulnerable component in a structure. This paper aims at investigating the behaviour of corner beam column joint and interior beam column joint under cyclic loading with steel and Glass Fibre Reinforced Polymer (GFRP) as reinforcing materials. A total of 4 models are used, where the dimensions of beams and columns are taken based on IS 13920:2016 codal provisions. The ductile detailing of steel reinforced models are also designed as per this codal provisions, same ductile detailing is provided for GFRP reinforced specimen also. The ANSYS 2022 R1 is used for modelling and analysis of beam column joints. The results showed that the values of maximum von-mises stress and maximum energy dissipation capacity was high for beam column joint reinforced with GFRP models. |
Other Details |
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Paper ID: IJSRDV10I50219 Published in: Volume : 10, Issue : 5 Publication Date: 01/08/2022 Page(s): 190-194 |
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