In-Place Strength of Welded Headed Studs

Shaikh, A. Fattah; Yi, Whayong

doi:10.15554/pcij.03011985.56.81

Cited by 23 publications

(13 citation statements)

References 2 publications

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“…For anchors away from an edge, 23 the third edition introduced the 800 coefficient shear capacity equation proposed by Shaikh and Yi. This equation was a modification of an original relationship developed by Ollgaard, Slutter, and Fisher with proposed simplifications by Martin and Korkosz and later by Shaikh and Yi.…”

Section: Background Historical Perspectivementioning

confidence: 99%

A Review of Headed-Stud Design Criteria in the Sixth Edition of the PCI Design Handbook

Anderson¹,

Meinheit²

2007

pcij

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Section: Background Historical Perspectivementioning

confidence: 99%

A Review of Headed-Stud Design Criteria in the Sixth Edition of the PCI Design Handbook

Anderson¹,

Meinheit²

2007

pcij

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“…5 The strength of members with dapped ends was introduced by Mattock and Theryo, 6 while Shaikh and Yi investigated the behavior and strength of welded headed studs. 7 These are important studies about precast concrete technology, and their results have been beneficial to the industry.…”

Section: Investigations Of Seismic Behavior Of Hybrid Connections Sudmentioning

confidence: 99%

Investigations of seismic behavior of hybrid connections

Kulkarni¹,

Li²

2009

pcij

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Editor's quick points n Connection design is an important consideration for the successful application of precast concrete technology in terms of achieving constructible and stable structures. n This paper focuses on the experimental and finite-elementmethod investigations of hybrid steel-concrete beam-column joints subjected to seismic loading. n Test results showed that the major drawback of the hybrid connection was the discontinuity in the bottom reinforcement.

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“…The mechanical behaviour of welded headed studs is well established in literature (e.g. [1][2][3][4] ) and therefore included in design codes. Although the use of the welded headed stud is widespread, the main drawback of this type of shear connector is that it does not allow for non-destructive separation of the steel beam and concrete deck [5,6] .…”

Section: Introductionmentioning

confidence: 99%

A static and free vibration analysis method for non-prismatic composite beams with a non-uniform flexible shear connection

Nijgh¹,

Veljković²

2019

International Journal of Mechanical Sciences

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Steel-concrete composite beams are widely used in practice because of their economic cross-section design. As sustainability becomes more and more important in the construction industry, the design of composite beams must be adapted to meet the requirements of the circular economy. This calls for demountability and reusability of the structural components, as well as optimized use of materials, for example by using non-prismatic beams. Linearelastic design and the (optimized) use of demountable shear connectors are key in the design of reusable composite structures. In this paper, analytical prediction models for the elastic behaviour and the first eigenfrequency of non-prismatic composite beams with non-uniform shear connector arrangements are derived. The approach is based on 6 th and 2 nd order differential equations used to define matrix equations for a finite number of linearized composite beam segments. The analytical models are validated using experimental and numerical results obtained with a simply supported tapered composite beam. The analytical models are suitable for comprehensive structural analysis of non-prismatic composite beams with non-uniform shear connection.

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In-Place Strength of Welded Headed Studs

Abstract: In the body of this paper, reference is generally mule to nominal strength. The strength reduction factor l4) is incorporated in the design procedure.

Cited by 23 publications

References 2 publications

A Review of Headed-Stud Design Criteria in the Sixth Edition of the PCI Design Handbook

A Review of Headed-Stud Design Criteria in the Sixth Edition of the PCI Design Handbook

Investigations of seismic behavior of hybrid connections

A static and free vibration analysis method for non-prismatic composite beams with a non-uniform flexible shear connection

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