Base plate in bending and anchor bolts in tension

Wald, F.; Sokil, Z.; Jaspart, Jean-Pierre

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Base plate in bending and anchor bolts in tension

Wald, F.; Sokil, Z.; Jaspart, Jean-Pierre

2008 • In Heron, 53 (1/2)

Peer reviewed

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https://hdl.handle.net/2268/26141

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Keywords :

Steel structures; column bases; component method; Eurocode 3; anchor bolt

Abstract :

[en] This paper describes the behaviour of the base plate in bending and the anchor bolts in tension, which are the major components of a base plate connection. An analytical model has been derived to predict the component characteristics – the resistance and the stiffness. A description is given of how the behaviour is influenced by contact between the base plate and the concrete surface. The presented analytical model has been verified by tests and a finite element simulation.

Disciplines :

Civil engineering

Author, co-author :

Wald, F.

Sokil, Z.

Jaspart, Jean-Pierre ; Université de Liège - ULiège > Département Argenco : Secteur MS2F > Adéquat. struct. aux exig. de fonct.& perfor. techn.-écon.

Language :

English

Title :

Base plate in bending and anchor bolts in tension

Publication date :

2008

Journal title :

Heron

ISSN :

0046-7316

eISSN :

1574-4078

Publisher :

Technische Universitéit Delft/Delft University of Technology, Netherlands

Special issue title :

Special Issue: Steel column bases

Volume :

Issue :

1/2

Peer reviewed :

Peer reviewed

Available on ORBi :

since 22 October 2009

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Bibliography

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