FATIGUE RELIABILITY ANALYSIS OF TOWER CRANE UNDER DYNAMIC LOADS BASE ON STOCHASTIC FINITE ELEMENT METHOD
In order to calculate the fatigue reliability of tower crane under random dynamic loads, this paper consider the distribution of the input parameters affect the tower crane reliability, such as distribution of maneuver load parameters, using stochastic finite element method to calculate stress-time...
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Language: | zho |
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Editorial Office of Journal of Mechanical Strength
2018-01-01
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Series: | Jixie qiangdu |
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Online Access: | http://www.jxqd.net.cn/thesisDetails#10.16579/j.issn.1001.9669.2018.06.019 |
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author | GUO MangMang YANG Jing WANG YuJia WEI JiangYu |
author_facet | GUO MangMang YANG Jing WANG YuJia WEI JiangYu |
author_sort | GUO MangMang |
collection | DOAJ |
description | In order to calculate the fatigue reliability of tower crane under random dynamic loads, this paper consider the distribution of the input parameters affect the tower crane reliability, such as distribution of maneuver load parameters, using stochastic finite element method to calculate stress-time history of tower crane fatigue check points, using rain flow counting method to get the load spectrum of the check points, the residual strength is calculated based on Miner linear fatigue cumulative damage theory. Considering the complexity of the structure of tower crane, it is unable to get the explicit expression of the reliability function. Based on stress-strength interference theory, this paper uses stochastic finite element method to calculate the tower crane reliability, and. the influence of overload on reliability is analyzed quantitatively. The results show that with the use of tower crane, its reliability decreased gradually and due to the cumulative fatigue damage there is a sharp decline of the reliability after a certain period of time, and overload has a great effect to the tower crane reliability. Due to the distribution of all input parameters influence the reliability of the tower crane were considered, and all possible conditions in the work of the tower crane were simulated, the results are more consistent with the actual than existing methods, which can provide reference for the evaluation of fatigue reliability of tower crane. |
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format | Article |
id | doaj.art-1ccb4289a7da4167996cb22171d5d536 |
institution | Directory Open Access Journal |
issn | 1001-9669 |
language | zho |
last_indexed | 2024-03-12T20:43:47Z |
publishDate | 2018-01-01 |
publisher | Editorial Office of Journal of Mechanical Strength |
record_format | Article |
series | Jixie qiangdu |
spelling | doaj.art-1ccb4289a7da4167996cb22171d5d5362023-08-01T07:48:07ZzhoEditorial Office of Journal of Mechanical StrengthJixie qiangdu1001-96692018-01-01401389139430603236FATIGUE RELIABILITY ANALYSIS OF TOWER CRANE UNDER DYNAMIC LOADS BASE ON STOCHASTIC FINITE ELEMENT METHODGUO MangMangYANG JingWANG YuJiaWEI JiangYuIn order to calculate the fatigue reliability of tower crane under random dynamic loads, this paper consider the distribution of the input parameters affect the tower crane reliability, such as distribution of maneuver load parameters, using stochastic finite element method to calculate stress-time history of tower crane fatigue check points, using rain flow counting method to get the load spectrum of the check points, the residual strength is calculated based on Miner linear fatigue cumulative damage theory. Considering the complexity of the structure of tower crane, it is unable to get the explicit expression of the reliability function. Based on stress-strength interference theory, this paper uses stochastic finite element method to calculate the tower crane reliability, and. the influence of overload on reliability is analyzed quantitatively. The results show that with the use of tower crane, its reliability decreased gradually and due to the cumulative fatigue damage there is a sharp decline of the reliability after a certain period of time, and overload has a great effect to the tower crane reliability. Due to the distribution of all input parameters influence the reliability of the tower crane were considered, and all possible conditions in the work of the tower crane were simulated, the results are more consistent with the actual than existing methods, which can provide reference for the evaluation of fatigue reliability of tower crane.http://www.jxqd.net.cn/thesisDetails#10.16579/j.issn.1001.9669.2018.06.019Tower crane;Distributed parameter;Stress spectrum;Fatigue reliability;Stochastic finite element method |
spellingShingle | GUO MangMang YANG Jing WANG YuJia WEI JiangYu FATIGUE RELIABILITY ANALYSIS OF TOWER CRANE UNDER DYNAMIC LOADS BASE ON STOCHASTIC FINITE ELEMENT METHOD Jixie qiangdu Tower crane;Distributed parameter;Stress spectrum;Fatigue reliability;Stochastic finite element method |
title | FATIGUE RELIABILITY ANALYSIS OF TOWER CRANE UNDER DYNAMIC LOADS BASE ON STOCHASTIC FINITE ELEMENT METHOD |
title_full | FATIGUE RELIABILITY ANALYSIS OF TOWER CRANE UNDER DYNAMIC LOADS BASE ON STOCHASTIC FINITE ELEMENT METHOD |
title_fullStr | FATIGUE RELIABILITY ANALYSIS OF TOWER CRANE UNDER DYNAMIC LOADS BASE ON STOCHASTIC FINITE ELEMENT METHOD |
title_full_unstemmed | FATIGUE RELIABILITY ANALYSIS OF TOWER CRANE UNDER DYNAMIC LOADS BASE ON STOCHASTIC FINITE ELEMENT METHOD |
title_short | FATIGUE RELIABILITY ANALYSIS OF TOWER CRANE UNDER DYNAMIC LOADS BASE ON STOCHASTIC FINITE ELEMENT METHOD |
title_sort | fatigue reliability analysis of tower crane under dynamic loads base on stochastic finite element method |
topic | Tower crane;Distributed parameter;Stress spectrum;Fatigue reliability;Stochastic finite element method |
url | http://www.jxqd.net.cn/thesisDetails#10.16579/j.issn.1001.9669.2018.06.019 |
work_keys_str_mv | AT guomangmang fatiguereliabilityanalysisoftowercraneunderdynamicloadsbaseonstochasticfiniteelementmethod AT yangjing fatiguereliabilityanalysisoftowercraneunderdynamicloadsbaseonstochasticfiniteelementmethod AT wangyujia fatiguereliabilityanalysisoftowercraneunderdynamicloadsbaseonstochasticfiniteelementmethod AT weijiangyu fatiguereliabilityanalysisoftowercraneunderdynamicloadsbaseonstochasticfiniteelementmethod |