Hysteretic behaviour of square tubular T-joints with chord reinforcement under axial cyclic loading
The stiffness of hollow section tubular joints is weak in the chord radial direction, and thus failure frequently occurs at the weld toe in the form of brittle fracture caused by crack propagation due to cyclic loading. To avoid such brittle failure, the chord at the intersection can be reinforced b...
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sg-ntu-dr.10356-1061132019-12-06T22:04:48Z Hysteretic behaviour of square tubular T-joints with chord reinforcement under axial cyclic loading Shao, Yong-Bo Li, Tao Lie, Seng Tjhen Chiew, Sing Ping School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design The stiffness of hollow section tubular joints is weak in the chord radial direction, and thus failure frequently occurs at the weld toe in the form of brittle fracture caused by crack propagation due to cyclic loading. To avoid such brittle failure, the chord at the intersection can be reinforced by increasing the chord thickness. With the chord reinforced, the failure position can be transferred to the chord intersection, and hence the cracking along the weld toe is prevented. To verify the efficiency of the proposed reinforcing method, both experimental test and finite element analysis are carried out on reinforced and un-reinforced square tubular T-joints subjected to quasi-static cyclic loads. The hysteretic curves, ductility ratio, energy dissipation and failure mode of the two full-scale specimens are studied experimentally, and it is found that the hysteretic curves of both specimens are plump, which show the T-joints can absorb much energy when they are subjected to seismic action. However, the enclosed area of the hysteretic curves of the reinforced T-joint is larger than that of the un-reinforced specimen because the chord reinforcement can prevent the fracture failure as well as improving the bearing capacity. The failure performance of the reinforced and un-reinforced specimens also show that a T-joint with chord reinforcement is more advantageous in resisting seismic action. Finally, the effect of the reinforced chord length and thickness on the hysteretic behaviour of square tubular T-joints is also investigated from a parametric study. 2014-10-01T04:06:24Z 2019-12-06T22:04:48Z 2014-10-01T04:06:24Z 2019-12-06T22:04:48Z 2010 2010 Journal Article Shao, Y. B., Li, T., Lie, S. T., & Chiew, S. P. (2011). Hysteretic behaviour of square tubular T-joints with chord reinforcement under axial cyclic loading. Journal of constructional steel research, 67(1), 140-149. 0143-974X https://hdl.handle.net/10356/106113 http://hdl.handle.net/10220/23933 http://dx.doi.org/10.1016/j.jcsr.2010.08.001 160171 en Journal of constructional steel research © 2010 Elsevier Ltd. 9 p. |
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DRNTU::Engineering::Civil engineering::Structures and design Shao, Yong-Bo Li, Tao Lie, Seng Tjhen Chiew, Sing Ping Hysteretic behaviour of square tubular T-joints with chord reinforcement under axial cyclic loading |
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The stiffness of hollow section tubular joints is weak in the chord radial direction, and thus failure frequently occurs at the weld toe in the form of brittle fracture caused by crack propagation due to cyclic loading. To avoid such brittle failure, the chord at the intersection can be reinforced by increasing the chord thickness. With the chord reinforced, the failure position can be transferred to the chord intersection, and hence the cracking along the weld toe is prevented. To verify the efficiency of the proposed reinforcing method, both experimental test and finite element analysis are carried out on reinforced and un-reinforced square tubular T-joints subjected to quasi-static cyclic loads. The hysteretic curves, ductility ratio, energy dissipation and failure mode of the two full-scale specimens are studied experimentally, and it is found that the hysteretic curves of both specimens are plump, which show the T-joints can absorb much energy when they are subjected to seismic action. However, the enclosed area of the hysteretic curves of the reinforced T-joint is larger than that of the un-reinforced specimen because the chord reinforcement can prevent the fracture failure as well as improving the bearing capacity. The failure performance of the reinforced and un-reinforced specimens also show that a T-joint with chord reinforcement is more advantageous in resisting seismic action. Finally, the effect of the reinforced chord length and thickness on the hysteretic behaviour of square tubular T-joints is also investigated from a parametric study. |
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School of Civil and Environmental Engineering |
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School of Civil and Environmental Engineering Shao, Yong-Bo Li, Tao Lie, Seng Tjhen Chiew, Sing Ping |
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Article |
author |
Shao, Yong-Bo Li, Tao Lie, Seng Tjhen Chiew, Sing Ping |
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Shao, Yong-Bo |
title |
Hysteretic behaviour of square tubular T-joints with chord reinforcement under axial cyclic loading |
title_short |
Hysteretic behaviour of square tubular T-joints with chord reinforcement under axial cyclic loading |
title_full |
Hysteretic behaviour of square tubular T-joints with chord reinforcement under axial cyclic loading |
title_fullStr |
Hysteretic behaviour of square tubular T-joints with chord reinforcement under axial cyclic loading |
title_full_unstemmed |
Hysteretic behaviour of square tubular T-joints with chord reinforcement under axial cyclic loading |
title_sort |
hysteretic behaviour of square tubular t-joints with chord reinforcement under axial cyclic loading |
publishDate |
2014 |
url |
https://hdl.handle.net/10356/106113 http://hdl.handle.net/10220/23933 http://dx.doi.org/10.1016/j.jcsr.2010.08.001 |
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1681042215358431232 |