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The effect of precast concrete planks on shear connector strength

The effect of precast concrete planks on shear connector strength
The effect of precast concrete planks on shear connector strength
The use of precast concrete planks as permanent shutters reduces the effective in situ concrete around the shear connectors in composite beams. Results are presented which show that a minimum 100 mm width of in situ concrete allows 19 mm diameter, 115 mm long studs to develop their full shear capacity provided recommended reinforcement details are used.

0143-974X
201-213
Moy, S.S.J.
d1b1f023-d32a-4b00-8a3f-17c89f91a51e
Taylor, S.
6d790cd2-c00b-4666-91f6-5d1d9a0fa974
Moy, S.S.J.
d1b1f023-d32a-4b00-8a3f-17c89f91a51e
Taylor, S.
6d790cd2-c00b-4666-91f6-5d1d9a0fa974

Moy, S.S.J. and Taylor, S. (1996) The effect of precast concrete planks on shear connector strength. Journal of Constructional Steel Research, 36 (3), 201-213. (doi:10.1016/0143-974X(95)00017-P).

Record type: Article

Abstract

The use of precast concrete planks as permanent shutters reduces the effective in situ concrete around the shear connectors in composite beams. Results are presented which show that a minimum 100 mm width of in situ concrete allows 19 mm diameter, 115 mm long studs to develop their full shear capacity provided recommended reinforcement details are used.

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Published date: 1996

Identifiers

Local EPrints ID: 74687
URI: http://eprints.soton.ac.uk/id/eprint/74687
ISSN: 0143-974X
PURE UUID: 9485e1d9-517f-4c1a-b024-432a33f31b31

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Date deposited: 11 Mar 2010
Last modified: 13 Mar 2024 22:39

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Contributors

Author: S.S.J. Moy
Author: S. Taylor

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