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31.

Fatigue life prediction in the damaged and un-damaged compressor blades Pages 43-50 Right click to download the paper Download PDF

Authors: S. Nakhodchi, E. Salimpour Maman

Keywords: Compressor blade, Fatigue life, Notch, Numerical analysis

Abstract:
A land-based gas turbine may operate at the different environment including corrosive and dusty environments. These conditions can cause early damages in the “cold” parts as well as in the “hot” parts of the gas turbine. In this research, fatigue life of a compressor blade is predicted with and without damages. Damage is considered as a notch at the blade and is classified as three types of short, medium and long notches. These are numerically simulated in the compressor blade and fatigue crack initiation life is calculated. Stress analysis is carried out using finite element analysis followed by fatigue life calculations. Furthermore, the influence of blade tip displacement on life of the undamaged and damaged blade is investigated. Moreover, the effect of damage & apos; s size and location on blade’s life is reported. This procedure can be tuned with corrosion damages observed during the minor inspection where the gas turbines are operating in the unusual environments.
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Journal: ESM | Year: 2014 | Volume: 2 | Issue: 1 | Views: 2457 | Reviews: 0

 
32.

Modeling and FE analysis of column to beam end-plate bolted connection Pages 51-66 Right click to download the paper Download PDF

Authors: Kuldeep Kaushik, Avadesh Kumar Sharma, Rishi Kumar

Keywords: Beam to column end-plate connection, Bolt pretension, Fatigue behavior, FEA, FEM, Over tensioning, Static load

Abstract:
This piece of work aims at the modeling and using the finite element method approach (FEM) to analyze the fatigue behavior of bolted beam to column end-plate connection in the structural steel framework subjected to static loading. A detailed three dimensional (3D) simulation model of the bolted beam to column end-plate connection is constructed in PRO-E wildfire and it is analyzed in the ANSYS workbench to obtain its behavior. The bolted end-plate connection is chosen as an important type of beam to column joint. The end-plate connection is chosen for its complexity in the analysis and behavior due to the number of connection components and their inheritable behavior. The solid elements, bonded contact and the bolt pretension are included to obtain the behavior of the structure. The FEA results of the structure with or without bolt pretension are compared with the available literature. At last the fatigue behavior of connections under over tensioning is presented in this work.
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Journal: ESM | Year: 2014 | Volume: 2 | Issue: 1 | Views: 4547 | Reviews: 0

 
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