Javascript must be enabled to continue!
Analysis of bolt load uniformity in raised flange connection
View through CrossRef
Aiming at the problem of uneven preload of raised flange, a model considering elastic interaction is established to study the uniformity of bolt load under raised flange connection. Firstly, the elastic interaction coefficient method of bolt flange connection structure is extended to multiple times, and the initial preload of all bolts at each tightening step is determined by analytical model; secondly, a three-dimensional finite element model of bolt flange connection structure is established, and the correctness of the finite element model is verified by comparing with the literature test, and the influence of tightening sequence and tightening steps on bolt preload is explored; finally, the results of raised flange under symmetrical tightening conditions with and without considering elastic interaction are compared and analyzed. The results show that when the tightening method is symmetrical tightening and the tightening steps are three steps, the elastic interaction of each bolt is the smallest, and the final preload uniformity is better; on this basis, the results of the model considering elastic interaction further improve the uniformity of the final preload and are closer to the target preload. The problem of bolt preload dispersion caused by elastic interaction is solved, and the research results can provide guidance for the safety and reliability design of bolt flange connection structure.
Title: Analysis of bolt load uniformity in raised flange connection
Description:
Aiming at the problem of uneven preload of raised flange, a model considering elastic interaction is established to study the uniformity of bolt load under raised flange connection.
Firstly, the elastic interaction coefficient method of bolt flange connection structure is extended to multiple times, and the initial preload of all bolts at each tightening step is determined by analytical model; secondly, a three-dimensional finite element model of bolt flange connection structure is established, and the correctness of the finite element model is verified by comparing with the literature test, and the influence of tightening sequence and tightening steps on bolt preload is explored; finally, the results of raised flange under symmetrical tightening conditions with and without considering elastic interaction are compared and analyzed.
The results show that when the tightening method is symmetrical tightening and the tightening steps are three steps, the elastic interaction of each bolt is the smallest, and the final preload uniformity is better; on this basis, the results of the model considering elastic interaction further improve the uniformity of the final preload and are closer to the target preload.
The problem of bolt preload dispersion caused by elastic interaction is solved, and the research results can provide guidance for the safety and reliability design of bolt flange connection structure.
Related Results
Estimation of Bolt Creep Characteristics and Sealing Performance of Flanged Joints
Estimation of Bolt Creep Characteristics and Sealing Performance of Flanged Joints
Abstract
In the published standards, selection criteria for bolt materials for high temperature and high pressure environments (exceeding 540°C (1000°F) and 300 lb) ...
Bolt Head Fillet Stress Concentration Factors in Cylindrical Pressure Vessels
Bolt Head Fillet Stress Concentration Factors in Cylindrical Pressure Vessels
Abstract
Linear three-dimensional finite element analysis (FEA) was performed on bolted pressure vessel joints to determine maximum stresses and stress concentration...
Experimental study on tensile behavior of blind bolt
Experimental study on tensile behavior of blind bolt
AbstractAs blind bolt can be installed only on one side, it has the advantage that ordinary high strength bolt doesn't have in the application of closed section connection. In this...
Investigation on Different Tightening Sequences on Several Bolted Flange Types, Dimensions and Their Associated Gasket Types
Investigation on Different Tightening Sequences on Several Bolted Flange Types, Dimensions and Their Associated Gasket Types
In the last years, several projects have been performed on alternative tightening sequences in the US and in Japan. This work has led to the publication of documents introducing al...
The Effect of Some Parameters on Behaviour and Bearing Capacity of Multi-Drum Stone Columns under Static Load and Earthquake
The Effect of Some Parameters on Behaviour and Bearing Capacity of Multi-Drum Stone Columns under Static Load and Earthquake
In this thesis, the effect of several important parameters on the behaviour and bearing capacity of multi-drum stone columns loaded by short-term static loads and earthquakes was i...
A New Identification Method for Bolt Looseness in Wind Turbine Towers
A New Identification Method for Bolt Looseness in Wind Turbine Towers
Flange plates are key joining components used in wind turbine towers. Bolt looseness results in common fatigue damage in wind turbine towers. Detailed vibration tests were carried ...
Analisis Kekuatan Flange Valve Akibat Pengaruh Bolt Torque pada Kondisi Pressure dan Temperature Berbeda dengan Metode Finite Element Analysis
Analisis Kekuatan Flange Valve Akibat Pengaruh Bolt Torque pada Kondisi Pressure dan Temperature Berbeda dengan Metode Finite Element Analysis
Sistem penyambungan pipa yang terhubung dengan valve (katup) menggunakan sambungan flange. Hal ini bertujuan untuk memudahkan memasang atau melepaskan sambungan pada saat diperlu...
Parametric Study and Full-Stage Moment-Rotation Behavior of Bolt-Spliced Joints in Precast H-shaped Steel Support Structure
Parametric Study and Full-Stage Moment-Rotation Behavior of Bolt-Spliced Joints in Precast H-shaped Steel Support Structure
Precast H-shaped steel support structures are typically connected by end plate and cover plate connections (E-CPC). This connection method displays semi-rigid behavior. The rationa...

