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Abstrakty
Traditional means of reinforcing concrete flat slab-column connections against punching shear, such as increasing slab thickness, or provision of shear links, all have drawbacks. This paper proposes a novel type of punching shear reinforcement in the form of a shearhead to enhance connection strength and ductility. The structural behaviour of the connection is explored experimentally by testing nine specimens under various loading conditions including eccentric loads that produce combined axial and bending effects. Specimens with and without shearheads are compared. This is followed by a detailed numerical investigation using finite element analysis to obtain more in-depth insights into the connection behaviour when shearheads are present. The performance of the proposed system is also investigated under fire conditions for the first time. It is found that the proposed shearheads improve the performance of slab-column connections in all conditions and particularly under concentric loading and in fire conditions.
Czasopismo
Rocznik
Tom
Strony
503--524
Opis fizyczny
Bibliogr. 42 poz., rys., tab., wykr.
Twórcy
autor
- School of Mechanical, Aerospace and Civil Engineering, The University of Manchester, Manchester M13 9PL, UK
- Al-Nahrain University, Baghdad, Iraq
autor
- The School of Engineering, The University of Warwick, Coventry, CV4 7AL, UK
autor
- School of Mechanical, Aerospace and Civil Engineering, The University of Manchester, Manchester M13 9PL, UK
autor
- International Paint Ltd, Stoneygate Lane, Felling, Gateshead, Tyne and Wear, NE10 0JY, UK
autor
- School of Mechanical, Aerospace and Civil Engineering, The University of Manchester, Manchester M13 9PL, UK
Bibliografia
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- [40] H.K.M. Smith, Punching Shear of Flat Reinforced-Concrete Slabs under Fire Conditions, The University of Edinburgh, 2016.
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Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-a12cab18-f1e5-4e43-b3b6-3df736d889a4