Optimal structural design involves dealing with three main factors visibly cross-sectional properties of the members, topology and configuration and meeting the intended functional requirements. Most of the traditional optimization techniques are based on the mathematical programming techniques, which assume that the variables are continuous, but whereas the process of structural design is generally characterized by finite often large numbers of variables of discrete in nature. Genetic Algorithm is the technique which can be used efficiently for the design optimization of the structure with discrete variables. From the study on previous work done on GA’s application in civil engineering, it has been noticed that application of GA’s is not attempted in rotating machine foundations where there is scope for determining suitable optimum shape and member sizes to achieve a well-tuned foundation. Dynamic design of machine foundation involves broad criterion such as foundation natural frequency shall be away from the machine operating frequency and foundation displacement amplitudes shall be well within the specified allowable limits. The above criterion largely depends on design factors such as size of members, shape of the foundations, concrete grade and soil characters. Presently obtaining a best suitable solution meeting the frequency and amplitude criteria by varying above four design factors involves many manual trails. This involves lot of computer and human efforts to try various combinations to arrive at the solution. Considerable resources and time need to be spent on arriving a suitable solution. Yet the solution so arrived may not be an optimum solution. In this work, Genetic algorithms is applied for optimization of solution time and foundation volume for industrial medium and heavy rotating equipment foundations. Optimum solution is obtained with above variables by setting frequency as target criteria. The optimum solution obtained from Genetic Algorithms is further verified for its compliance to its intended functional parameters by means of finite element model study.
Published in | American Journal of Civil Engineering (Volume 9, Issue 6) |
DOI | 10.11648/j.ajce.20210906.13 |
Page(s) | 194-212 |
Creative Commons |
This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
Copyright |
Copyright © The Author(s), 2021. Published by Science Publishing Group |
Genetic Algorithm, Mill Foundation, Turbine Generator Foundation, Induced Draft Fan Foundation, Shape Optimization
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APA Style
Nulu Reddeppa, Bommireddy Jayarami Reddy, Hanchate Sudarsana Rao. (2021). Application of Genetic Algorithms to Optimization of Medium and Heavy Rotating Equipment Foundations. American Journal of Civil Engineering, 9(6), 194-212. https://doi.org/10.11648/j.ajce.20210906.13
ACS Style
Nulu Reddeppa; Bommireddy Jayarami Reddy; Hanchate Sudarsana Rao. Application of Genetic Algorithms to Optimization of Medium and Heavy Rotating Equipment Foundations. Am. J. Civ. Eng. 2021, 9(6), 194-212. doi: 10.11648/j.ajce.20210906.13
AMA Style
Nulu Reddeppa, Bommireddy Jayarami Reddy, Hanchate Sudarsana Rao. Application of Genetic Algorithms to Optimization of Medium and Heavy Rotating Equipment Foundations. Am J Civ Eng. 2021;9(6):194-212. doi: 10.11648/j.ajce.20210906.13
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TY - JOUR T1 - Application of Genetic Algorithms to Optimization of Medium and Heavy Rotating Equipment Foundations AU - Nulu Reddeppa AU - Bommireddy Jayarami Reddy AU - Hanchate Sudarsana Rao Y1 - 2021/11/17 PY - 2021 N1 - https://doi.org/10.11648/j.ajce.20210906.13 DO - 10.11648/j.ajce.20210906.13 T2 - American Journal of Civil Engineering JF - American Journal of Civil Engineering JO - American Journal of Civil Engineering SP - 194 EP - 212 PB - Science Publishing Group SN - 2330-8737 UR - https://doi.org/10.11648/j.ajce.20210906.13 AB - Optimal structural design involves dealing with three main factors visibly cross-sectional properties of the members, topology and configuration and meeting the intended functional requirements. Most of the traditional optimization techniques are based on the mathematical programming techniques, which assume that the variables are continuous, but whereas the process of structural design is generally characterized by finite often large numbers of variables of discrete in nature. Genetic Algorithm is the technique which can be used efficiently for the design optimization of the structure with discrete variables. From the study on previous work done on GA’s application in civil engineering, it has been noticed that application of GA’s is not attempted in rotating machine foundations where there is scope for determining suitable optimum shape and member sizes to achieve a well-tuned foundation. Dynamic design of machine foundation involves broad criterion such as foundation natural frequency shall be away from the machine operating frequency and foundation displacement amplitudes shall be well within the specified allowable limits. The above criterion largely depends on design factors such as size of members, shape of the foundations, concrete grade and soil characters. Presently obtaining a best suitable solution meeting the frequency and amplitude criteria by varying above four design factors involves many manual trails. This involves lot of computer and human efforts to try various combinations to arrive at the solution. Considerable resources and time need to be spent on arriving a suitable solution. Yet the solution so arrived may not be an optimum solution. In this work, Genetic algorithms is applied for optimization of solution time and foundation volume for industrial medium and heavy rotating equipment foundations. Optimum solution is obtained with above variables by setting frequency as target criteria. The optimum solution obtained from Genetic Algorithms is further verified for its compliance to its intended functional parameters by means of finite element model study. VL - 9 IS - 6 ER -