A STUDY ON SLIP STRENGTH OF FRICTION TYPE HIGH STRENGTH BOLTED CONNECTIONS WITH PLASTICITY OF BASE AND SPLICE PLATE

2003 ◽  
Vol 68 (573) ◽  
pp. 201-208 ◽  
Author(s):  
Toshiro SUZUKI ◽  
Kikuo IKARASHI ◽  
Toshio MAKINO ◽  
Akira GEJO
Keyword(s):  
High Strength ◽  
Bolted Connections

High strength steel bolted connections with filler plates

2010 ◽  
Vol 66 (1) ◽  
pp. 75-84 ◽  
Author(s):  
Peter Dusicka ◽  
Gregory Lewis
Keyword(s):  
High Strength Steel ◽  
High Strength ◽  
Bolted Connections

Simplified numerical model for high-strength bolted connections

2018 ◽  
Vol 164 ◽  
pp. 119-127 ◽  
Author(s):  
Zhongwei Zhao ◽  
Bing Liang ◽  
Haiqing Liu ◽  
Yongjing Li
Keyword(s):  
Numerical Model ◽  
High Strength ◽  
Bolted Connections

scholarly journals Numerical Analysis of Stress Distribution in Offshore Wind Turbine M72 Bolted Connections

Metals ◽  
2020 ◽  
Vol 10 (5) ◽  
pp. 689 ◽  
Author(s):  
Raquel Redondo ◽  
Ali Mehmanparast
Keyword(s):  
Stress Distribution ◽  
Wind Turbines ◽  
Numerical Models ◽  
High Strength ◽  
Offshore Wind ◽  
Offshore Wind Turbine ◽  
Bolted Connections ◽  
Offshore Wind Turbines ◽  
Transition Piece ◽  
Stress Concentration Factors

The use of bolted joints to connect the transition piece and monopile is nowadays widely applied in the offshore wind industry. Traditionally, grouted connections were used in the early generation of offshore wind turbines, but the experienced failures in such connections led to an increased tendency towards bolted flange connections to join the transition piece and monopile in the new generation of offshore wind turbines. The bolts used for this purpose have high strength and huge sizes, and are subjected to a preload that is applied during the tightening process. The present study is focused on the analysis of preload effects on stress distribution in M72 bolted connections by considering different friction coefficients between the bolt and nut threads. The bolt is considered to be made of grade 10.9 steel, whereas the nut is assumed to be made of grade 8.8 steel, which is a softer material. Using the finite element commercial software package Abaqus, numerical models were developed and analysed to establish trends for stress distribution and plastic strains during the bolt tightening process, and to quantify stress concentration factors in individual engaged threads.

Study on mechanical behavior of Q690D high strength steel bearing-type bolted connections

Structures ◽  
2020 ◽  
Vol 23 ◽  
pp. 588-601
Author(s):  
Hongchao Guo ◽  
Yong Xie ◽  
Yunhe Liu ◽  
Dixiong Yang
Keyword(s):  
Mechanical Behavior ◽  
High Strength Steel ◽  
High Strength ◽  
Bolted Connections

Cyclic behaviour of bearing-type bolted connections with slot bolt holes

2018 ◽  
Vol 22 (3) ◽  
pp. 792-801
Author(s):  
Guo-qiang Li ◽  
Zhao-xin Hou ◽  
Ying-zhi Sun ◽  
Chao Gong ◽  
Jian Jiang
Keyword(s):  
Energy Dissipation ◽  
Cyclic Load ◽  
High Strength ◽  
Dual Function ◽  
Bolted Connections ◽  
Cyclic Behaviour ◽  
Good Energy ◽  
Bolt Holes ◽  
Energy Dissipation Capacity ◽  
Sliding Force

This article experimentally studies the behaviour of high-strength bolted connections with slot bolt holes under cyclic load to evaluate its seismic performance. A total of six specimens varying in the bolt diameters and pretension are designed and tested. The results show the connections with slot holes have good energy dissipation capacity. It is found that connections with M30 bolts, of which the hysteretic loops are fuller, have better energy dissipation capacity than that of M20 bolts connections. With the increase of number of loading cycles, the sliding force of the connections decreases. On the other hand, the ultimate bearing capacity of the connections does not decrease much both for M30 and M20 bolts. As the experiments proceed, the friction coefficients and the areas of the hysteresis curves decrease in a similar trend because of the smoothing of surfaces. The experimental results indicate the potential application of the connections with slot bolt holes as dual-function parts in structures to simultaneously provide stiffness and energy dissipation capacity.

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