Results of 269 push tests were considered in a study of existing design rules for the static shear resistance of stud connectors in profiled steel sheeting. These rules are shown to be of limited scope and low accuracy, especially for studs placed off-centre in the steel troughs. Results are reported of 34 new push tests, designed to fill gaps in the test data. Seven distinct modes of failure were found, to which the existing rules do not relate clearly. Theoretical models, calibrations, and new design rules for these modes are given in an accompanying paper
In order to investigate structural behaviour of stud shear connections with both solid and composite...
The rules in EN1994-1-1 concerning the resistance of shear connections in composite beams with heade...
Composite steel-concrete floor solutions have become popular in the design of buildings thanks to th...
In an accompanying paper, results of over 300 push tests, including 34 new ones, were considered in ...
This work presents an FE study concerning the prediction of the shear resistance of headed stud con...
This paper presents the results from the final phase of a major UK research programme, where an 11,4...
Where a composite floor slab is supported on a composite beam of steel and concrete, shear connectio...
The unsafety of current design rules for novel types of open-trough deck geometries for the resistan...
A three-dimensional finite element model is developed, validated and used in the parametric study to...
The unsafety of current design rules for novel types of open-trough deck geometries for the resistan...
peer reviewedThis paper presents the results from reliability analyses of the current Eurocode 4 (EN...
The standard push test specimen in the current version of Eurocode 4 does not provide any informatio...
This paper describes an experimental study on European channel shear connectors. While shear studs a...
This database is collected for evaluating the reliability of design models for predicting the shear ...
The push-out test as proposed in EN 1994-1-1 originally was developed for solid slabs and not for co...
In order to investigate structural behaviour of stud shear connections with both solid and composite...
The rules in EN1994-1-1 concerning the resistance of shear connections in composite beams with heade...
Composite steel-concrete floor solutions have become popular in the design of buildings thanks to th...
In an accompanying paper, results of over 300 push tests, including 34 new ones, were considered in ...
This work presents an FE study concerning the prediction of the shear resistance of headed stud con...
This paper presents the results from the final phase of a major UK research programme, where an 11,4...
Where a composite floor slab is supported on a composite beam of steel and concrete, shear connectio...
The unsafety of current design rules for novel types of open-trough deck geometries for the resistan...
A three-dimensional finite element model is developed, validated and used in the parametric study to...
The unsafety of current design rules for novel types of open-trough deck geometries for the resistan...
peer reviewedThis paper presents the results from reliability analyses of the current Eurocode 4 (EN...
The standard push test specimen in the current version of Eurocode 4 does not provide any informatio...
This paper describes an experimental study on European channel shear connectors. While shear studs a...
This database is collected for evaluating the reliability of design models for predicting the shear ...
The push-out test as proposed in EN 1994-1-1 originally was developed for solid slabs and not for co...
In order to investigate structural behaviour of stud shear connections with both solid and composite...
The rules in EN1994-1-1 concerning the resistance of shear connections in composite beams with heade...
Composite steel-concrete floor solutions have become popular in the design of buildings thanks to th...