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...

Full description

Bibliographic Details
Main Authors: GUO MangMang, YANG Jing, WANG YuJia, WEI JiangYu
Format: Article
Language:zho
Published: Editorial Office of Journal of Mechanical Strength 2018-01-01
Series:Jixie qiangdu
Subjects:
Online Access:http://www.jxqd.net.cn/thesisDetails#10.16579/j.issn.1001.9669.2018.06.019
_version_ 1797767780268769280
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.
first_indexed 2024-03-12T20:43:47Z
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