Slip of slip-resistant connections has to be prevented either for serviceability or ultimate limit state reasons. EN 1090-2 specifies slip factors for often used surface conditions. For deviating conditions, slip factors have to be determined experimentally according to Annex G of EN 1090-2. The practice shows, that the slip test procedure according to Annex G is not clear in detail. For instance, the slip load has been defined as the load corresponding to a slip of 0.15 mm. Furthermore, static tests have to be performed using a “normal speed” which is not clearly specified. For these and other reasons, a comprehensive investigation is going on to be carried out to resolve these problems. First results are presented in this contribution
Bolted joints could be designed to transmit shear forces by means of shear strength of bolts or by t...
Bolted joints could be designed to transmit shear forces by means of shear strength of bolts or by t...
Presently, Clause 13.12.3, Connections in Combined Shear and Tension, of S16.1-94 gives an expressio...
Slip-resistant connections are always used when slip and deformation in a bolted connection must be ...
Slip-resistant connections in steel structures permit bolted connections with low slip and deformati...
If a shear loaded joint is subjected to impact, vibration and/or load reversal, slip-resistant conne...
SIROCO investigated the slip-resistant behaviour of carbon and stainless steel preloaded connections...
Friction joints are used in steel structures submitted to cyclic loading such as, for example, in st...
Translated from German (Arbeitsmed. Sozialmed. Praeventivmed. Aug 1986 v. 8 p. 224-228)SIGLEAvailabl...
Joint slip is the relative displacement of a bolted joint under shear. It is greater in transmission...
The objective of this study was to develop a predictive model describing the slip resistance of vari...
U.S. Transportation Collection2020PDFTech ReportProvines, JasonAbebe, HaddisVirginia Transportation ...
Bolted joints could be designed to transmit shear forces by means of shear strength of bolts or by t...
Abstract: All most of floors can become less slip resistant with wear. The deterioration of slip res...
This dissertation is compiled of the findings of several phases of a detailed research study that wa...
Bolted joints could be designed to transmit shear forces by means of shear strength of bolts or by t...
Bolted joints could be designed to transmit shear forces by means of shear strength of bolts or by t...
Presently, Clause 13.12.3, Connections in Combined Shear and Tension, of S16.1-94 gives an expressio...
Slip-resistant connections are always used when slip and deformation in a bolted connection must be ...
Slip-resistant connections in steel structures permit bolted connections with low slip and deformati...
If a shear loaded joint is subjected to impact, vibration and/or load reversal, slip-resistant conne...
SIROCO investigated the slip-resistant behaviour of carbon and stainless steel preloaded connections...
Friction joints are used in steel structures submitted to cyclic loading such as, for example, in st...
Translated from German (Arbeitsmed. Sozialmed. Praeventivmed. Aug 1986 v. 8 p. 224-228)SIGLEAvailabl...
Joint slip is the relative displacement of a bolted joint under shear. It is greater in transmission...
The objective of this study was to develop a predictive model describing the slip resistance of vari...
U.S. Transportation Collection2020PDFTech ReportProvines, JasonAbebe, HaddisVirginia Transportation ...
Bolted joints could be designed to transmit shear forces by means of shear strength of bolts or by t...
Abstract: All most of floors can become less slip resistant with wear. The deterioration of slip res...
This dissertation is compiled of the findings of several phases of a detailed research study that wa...
Bolted joints could be designed to transmit shear forces by means of shear strength of bolts or by t...
Bolted joints could be designed to transmit shear forces by means of shear strength of bolts or by t...
Presently, Clause 13.12.3, Connections in Combined Shear and Tension, of S16.1-94 gives an expressio...