Analysis Study on Axial Force in Bolted Connection under Fatigue Load

Kwan Sik Park; Jae Hyuk So; Keun Yeong Oh; Kang Min Lee

doi:10.4028/www.scientific.net/AMM.858.57

Paper Titles

Structural Strength Analysis of Ship-to-Shore Crane
p.34

Effects of Connecting Plates on Cold-Formed Steel Wall Plate System
p.38

Research Status of Fatigue Damage Mechanism of Reinforced Concrete Beam
p.44

Integration of Spherical 360° Panoramic Virtual Tour with Assessment Data for Risk Assessment and Maintenance of Tunnel and Cavern
p.50

Analysis Study on Axial Force in Bolted Connection under Fatigue Load
p.57

Cantilever Force Distribution on Jack-Up Rig
p.61

AHP Model for Evaluation of Pile Installation Methods
p.67

Analysis of Unstable Rock-Mass Stability Based on Limit Equilibrium Method and Strength Reduction Method
p.73

Instability Mechanism of Du Yun Pass Tunnel Entrance Weathered Stacking Area Analysis
p.81

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 858Analysis Study on Axial Force in Bolted Connection...

Analysis Study on Axial Force in Bolted Connection under Fatigue Load

Abstract:

High-strength bolted connection is widely used for steel structure construction. Because high-strength bolted connection has simple constructability and structural qualification. Especially friction type with high-strength bolted connection has high stiffness and fatigue strength. At this time, initial clamping force is one of main factor to affect the strength and deformation behavior of connection. Therefore, the objective of this study is to investigate reduction of initial clamping force in high-strength bolted connection under fatigue load. And the parameter of this study is the size of the bolt and 3 types of initial clamping force. The analysis is used the finite element analysis program ANSYS Workbench.