Review of current test methods for screwed connections


Autoria(s): Mahendran, M.
Data(s)

01/03/1997

Resumo

The pull-through/local dimpling failure strength of screwed connections is very important in the design of profiled steel cladding systems to help them resist storms and hurricanes. The current American and European provisions recommend four different test methods for the screwed connections in tension, but the accuracy of these methods in determining the connection strength is not known. It is unlikely that the four test methods are equivalent in all cases and thus it is necessary to reduce the number of methods recommended. This paper presents a review of these test methods based on some laboratory tests on crest- and valley-fixed claddings and then recommends alternative tests methods that reproduce the real behavior of the connections, including the bending and membrane deformations of the cladding around the screw fasteners and the tension load in the fastener.

Identificador

http://eprints.qut.edu.au/64383/

Publicador

American Society of Civil Engineers

Relação

DOI:10.1061/(ASCE)0733-9445(1997)123:3(321)

Mahendran, M. (1997) Review of current test methods for screwed connections. Journal of Structural Engineering, 123(3), pp. 321-325.

Fonte

School of Civil Engineering & Built Environment; Science & Engineering Faculty

Palavras-Chave #Metal cladding #Bending (deformation) #Deformation #Failure (mechanical) #Fasteners #Strength of materials #Tensile testing
Tipo

Journal Article