Journal of
Faculty of Civil Engineering


JOURNALS
FACULTY JOURNALS
SCIENTIFIC MEETINGS
EBOOKS
ARCHIVE








CONFERENCE PROCEEDINGS
4th INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVIL ENGINEERING 2016 , 2016.y., pp. 123-131


ELASTIC RESILIENCE OF HIGH STRENGTH BOLT CONNECTIONS
 
DOI: 10.14415/konferencijaGFS 2016.011
UDC: 621.882
CC-BY-SA 4.0 license
Author : Fric, Nenad; Buđevac, Dragan; Mišković, Zoran
 
 Summary:
 Elastic resilience (stiffness) of the joints with high strength bolts is directly related to the phenomena that depends on the change in thickness of the clamping package, primarily with losses of pretension forces in high strength bolts. The current expressions of the flexibility of joint with high strength bolts are the only way for experimental and numerical results to be analytically confirmed. In this paper, the expressions of the flexibility of the joints with high strength bolts, review of studies that are based on these terms and numerical example for joints with high value bolts made according to EN 14399-4, are shown.
 
 Keywords:
 elastic resiliance, stiffness, high stength bolts, analyticall expressions