It is widely known that resonance can quickly lead to failure in vibrating bolted flanged pipe joints. Condition monitoring is performed time to time in some industries for smooth operation of a system, whereas mostly trial-and-error tests are performed to control vibration. During all this process, the inherent design problems are not considered. A bolted flange joint in piping system is not a simple problem, being the combination of flange, gasket, bolts, and washers. The success of a bolted flanged pipe joint is defined by the “static mode of load” in the joint. However, it has been recognized that a “dynamic mode of load” governs in a gasketed bolted flanged pipe joint, which leads to its failure due to flange rotation, providing flange yielding, fatigue of bolts, and gasket crushing. This paper presents results of detailed 3D finite element and mathematical modal analysis under bolt up to determine natural frequencies and mode shapes of gasketed flanged joints with and without raised face in comparison to the nongasketed flange joint.
[1]
David Nash,et al.
Comparative study of the behaviour of conventional gasketed and compact non-gasketed flanged pipe joints under bolt up and operating conditions
,
2003
.
[2]
J Webjörn.
An Alternative Bolted Joint for Pipework
,
1989
.
[3]
Muhammad Abid,et al.
The stamina of non-gasketed, flanged pipe connections
,
2000
.
[4]
H. Saunders,et al.
An Introduction to the Design and Behaviour of Bolted Joints
,
1983
.
[5]
Michael R. Hatch,et al.
Vibration Simulation Using MATLAB and ANSYS
,
2000
.
[6]
David Nash,et al.
Structural strength: gasketed Vs non-gasketed flange joint under bolt up and operating condition
,
2006
.