A Normalized Stress Analysis of Bolted Joints under Eccentric Load

2017 ◽  
Vol 2017 (0) ◽  
pp. 505
Author(s):  
Makoto IMURA ◽  
Takayuki KOYAMA ◽  
Misato SATO
Author(s):  
Daniel J. Vasquez ◽  
Nitin J. Shah

This paper describes an experience of utilization of ASME Section III Code Class 1 analysis to aid in inservice inspection (ISI). The pressurizer surge line weld to the pressurizer nozzle was targeted to be inspected under the ASME Section XI program and also to address Alloy 600 issues. The pipe close to the nozzle was encased by a source shield to protect the pressurizer and the pressurizer support from the effect of postulated longitudinal rupture of the pressurizer surge line. Consequently, the shield did not permit the access needed to perform ISI. The encasement was segmented with bolted joints for removal and installation. With the passage of time, the environmental condition around the encasement made the removal and replacement complex and dose intensive. A modification to the shield by permanent removal of a portion was considered as an attractive option to help provide access for the current inspection, as well as anticipated future inspections. This modification exposed a portion of the pipe which may have longitudinal rupture. ASME Class 1 analysis was performed for the portion of the exposed pipe. Analysis was performed in detail to establish that stress and cumulative usage factor is below the threshold level at which a break has to be postulated. The paper concludes that detailed use of stress analysis results in elimination of the postulated break. As a result, permanent access could be created for current and future inservice inspections of the pressurizer nozzle.


2012 ◽  
Vol 94 (12) ◽  
pp. 3769-3780 ◽  
Author(s):  
Luciano Feo ◽  
Gianfranco Marra ◽  
Ayman S. Mosallam

Author(s):  
Yuya Omiya ◽  
Toshiyuki Sawa

In designing bolted joints, it is necessary to know the contact stress distributions in bolted joints. Recently, high strength bolts have been used with a higher bolt preload. As the results, the permanent set occurs sometimes at the bearing surfaces of clamped parts in the bolted joint. In addition, when external loads such as tensile loads, transverse loads and bending moments are applied to the bolted joint, the permanent set can be extended at the bearing surfaces. As the permanent set increases, the reduction in the bolt preload increases. Thus, it is important to estimate the reduction in the bolt preload from the reliability stand point. However, no study on the permanent set at the bearing surface under the external loading taking into account the bending moment has been carried out. In this study, the stress distribution and the extension of the permanent set at the bearing surface of the T-flange bolted joint under the external tensile loading are examined using Finite Element Method (FEM), where two T-flanges are clamped with a hexagon bolt and a nut. Using the obtained results, an increment in the axial bolt force and the reduction in the bolt preload are estimated. For verification of the FEM stress analysis, the load factor of hexagon bolt was measured. The FEM results of the load factor (the ratio of the increment in the axial bolt force to the tensile load) and the axial bolt force are in a fairly good agreement with the experimental results.


2014 ◽  
Author(s):  
Makoto Imura ◽  
Motonobu Iizuka ◽  
Shigeki Nakae ◽  
Takeshi Mori ◽  
Takayuki Koyama

2014 ◽  
Vol 04 (01) ◽  
pp. 35-45
Author(s):  
László Molnár ◽  
Károly Váradi ◽  
Balázs Liktor

2018 ◽  
Vol 7 (3.36) ◽  
pp. 56
Author(s):  
Khairi Supar ◽  
Hilton Ahmad ◽  
Lee Sim Yee

Single-lap bolted joint is the widely applied technique in joining parts of aerospace and civil engineering structures, due to joint efficiencies where staggered arrangements are commonly adopted. This particular joint type exhibits secondary bending phenomenon due to eccentric loading path. Stress analysis enables the structure engineers to predict the failure path and maximum stress that may lead to catastrophic failures. Stress analysis study were carried out in multi-bolted woven fabric kenaf reinforced polymer (WKRP) joints with variation of lay-up types, hole configurations and plate thicknesses. 3-D FEA modelling implemented here explicitly incorporates out-of-plane deformation to provide better prediction upon crack initiation from maximum stress exhibited along the hole boundary. WKRP plates tested were failed in net-tension where the crack propagated normal to its applied stress. It was found that plate variation (i.e., lay-up types, hole configurations and plate thicknesses) correspondingly affect tangential stress distributions along its hole boundary. Current 3-D models used modulus properties from independent experimental work which regarded as smeared-out properties through their plate thickness. Staggered configurations demonstrated more evenly stress distribution to their adjacent bolts due to stress resistance diagonally and larger staggered plate width. Slightly contrast in lay-up types where larger tangential stress is exhibited in cross-ply due to more volume fraction of 0° fiber direction. Larger tangential stress in thicker plates associated to effective friction stress transfer to give higher failure load. Effects of secondary bending is more prominent in cross-ply and thinner plates, assumption of smeared-out properties is less good due to plate edge lifting, however, effect of secondary bending phenomenon in multi-bolted is lesser than single-bolted joints.  


Sign in / Sign up

Export Citation Format

Share Document