FATIGUE OF WELDED STUD SHEAR CONNECTORS IN STEEL - CONCRETE-STEEL SANDWICH BEAMS

Citation
Tm. Roberts et O. Dogan, FATIGUE OF WELDED STUD SHEAR CONNECTORS IN STEEL - CONCRETE-STEEL SANDWICH BEAMS, Journal of constructional steel research, 45(3), 1998, pp. 301-320
Citations number
17
Categorie Soggetti
Engineering, Civil","Construcion & Building Technology
ISSN journal
0143974X
Volume
45
Issue
3
Year of publication
1998
Pages
301 - 320
Database
ISI
SICI code
0143-974X(1998)45:3<301:FOWSSC>2.0.ZU;2-P
Abstract
A series of tests to investigate the fatigue strength of welded stud s hear connectors, attached to the tension plates of steel-concrete-stee l sandwich beams, is described. Results of the beam tests are compared with the results of a series of push shear tests and also with the S- N curve for welded stud connectors given in Eurocode 3. The fatigue st rength of the stud connectors, determined from the beam rests, was sig nificantly higher than the fatigue strengths determined from both the push shear tests and the EC3 S-N curve. It is concluded therefore that the EC3 S-N curve provides a satisfactory basis for fatigue assessmen t of welded stud connectors in steel-concrete-steel sandwich beams. (C ) 1998 Elsevier Science Ltd. All rights reserved.