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Output details

15 - General Engineering

University of East London

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Output 27 of 28 in the submission

Article title

The influence of profiled sheeting thickness and shear connector’s position on strength and ductility of headed shear connector

Type

D - Journal article

DOI

10.1016/j.engstruct.2011.01.035

Title of journal

Engineering Structures

Article number

Volume number

Issue number

First page of article

1643

ISSN of journal

01410296

Year of publication

2011

URL

Number of additional authors

Additional information

In Eurocode 4 no design equations are given for different sheeting thicknesses and shear stud positions in steel-concrete composite beams with metal decking. The aim of this research is to develop design equations for shear connector resistance taking into account different sheeting thicknesses and shear stud positions. Advanced analysis procedures and material models are used to develop FE model and perform parametric study. The industrial support for the study was provided by The Metal Cladding and Roofing Manufacturers Association (MCRMA). The paper presents highly useful information for structural design codes and construction industry in the UK and abroad.

Interdisciplinary

Yes

Cross-referral requested

Research group

2 - Design, Materials, Engineering & Manufacturing (DMEM)

Proposed double-weighted

Double-weighted statement

Reserve for a double-weighted output

Non-English

English abstract