Experimental characterisation of Perfobond shear connectors through a new one-sided push-out test
In steel-concrete composite beams, the perfobond shear connectors (PSCs) are commonly utilised as an alternative to the widely used headed studs, as the latter have limited shear capacity and susceptible to fatigue problems. The structural assessment of the PSCs is typically obtained experimentally,...
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| Main Authors: | , , |
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| Format: | Default Conference proceeding |
| Published: |
2018
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| Subjects: | |
| Online Access: | https://hdl.handle.net/2134/36540 |
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