STUDY ON DYNAMIC BEHAVIOR OF A NEW STEPPING-TYPE EXCAVATION,SUPPORT AND ANCHOR COMBINED UNIT AND ITS VARIABLE TEMPERATURE ENVIRONMENT

A stepping-type excavation,support and anchor combined unit in a full-mechanized excavation roadway was designed. The structure and the work principle of the unit were presented. The dynamic model of multi-degree of vibration system was established by using Newton′s second law, and the system dynami...

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Main Authors: XIE Miao, LI XiaoJing, LI YuQi, WANG PengFei, ZHONG CongHua
Format: Article
Language:zho
Published: Editorial Office of Journal of Mechanical Strength 2019-01-01
Series:Jixie qiangdu
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Online Access:http://www.jxqd.net.cn/thesisDetails#10.16579/j.issn.1001.9669.2019.05.016
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author XIE Miao
LI XiaoJing
LI YuQi
WANG PengFei
ZHONG CongHua
author_facet XIE Miao
LI XiaoJing
LI YuQi
WANG PengFei
ZHONG CongHua
author_sort XIE Miao
collection DOAJ
description A stepping-type excavation,support and anchor combined unit in a full-mechanized excavation roadway was designed. The structure and the work principle of the unit were presented. The dynamic model of multi-degree of vibration system was established by using Newton′s second law, and the system dynamics model with temperature dependent characteristic was furtherly introduced. The simulation model of the combined system of the anchor and anchor was established by using Matlab. The dynamic behavior of the system under 20 ℃ and 40 ℃ temperature was solved and analyzed. The results showed that the temperature change environment had a great influence on the system dynamics, which made the amplitude and frequency of the system had different degrees of increase. When the system was in the environment of 20 ℃, the vibration amplitude of each part was within the acceptable range, and the vibration amplitude of the cutting part was the largest, and the range was between-12 mm to +12 mm. When the temperature increased to 40 ℃, the vibration amplitude and vibration frequency of each component were obviously increased, but the increase of the longitudinal beam was the most obvious, and the cutting part had the weakest influence.
format Article
id doaj-art-335e5033e08a48d4b7adf07f9c2f7fc1
institution Kabale University
issn 1001-9669
language zho
publishDate 2019-01-01
publisher Editorial Office of Journal of Mechanical Strength
record_format Article
series Jixie qiangdu
spelling doaj-art-335e5033e08a48d4b7adf07f9c2f7fc12025-01-15T02:29:10ZzhoEditorial Office of Journal of Mechanical StrengthJixie qiangdu1001-96692019-01-01411112111730605766STUDY ON DYNAMIC BEHAVIOR OF A NEW STEPPING-TYPE EXCAVATION,SUPPORT AND ANCHOR COMBINED UNIT AND ITS VARIABLE TEMPERATURE ENVIRONMENTXIE MiaoLI XiaoJingLI YuQiWANG PengFeiZHONG CongHuaA stepping-type excavation,support and anchor combined unit in a full-mechanized excavation roadway was designed. The structure and the work principle of the unit were presented. The dynamic model of multi-degree of vibration system was established by using Newton′s second law, and the system dynamics model with temperature dependent characteristic was furtherly introduced. The simulation model of the combined system of the anchor and anchor was established by using Matlab. The dynamic behavior of the system under 20 ℃ and 40 ℃ temperature was solved and analyzed. The results showed that the temperature change environment had a great influence on the system dynamics, which made the amplitude and frequency of the system had different degrees of increase. When the system was in the environment of 20 ℃, the vibration amplitude of each part was within the acceptable range, and the vibration amplitude of the cutting part was the largest, and the range was between-12 mm to +12 mm. When the temperature increased to 40 ℃, the vibration amplitude and vibration frequency of each component were obviously increased, but the increase of the longitudinal beam was the most obvious, and the cutting part had the weakest influence.http://www.jxqd.net.cn/thesisDetails#10.16579/j.issn.1001.9669.2019.05.016Stepping-type excavationSupport and anchor combined unitDynamics modelCharacteristics of temperature distributionMATLAB
spellingShingle XIE Miao
LI XiaoJing
LI YuQi
WANG PengFei
ZHONG CongHua
STUDY ON DYNAMIC BEHAVIOR OF A NEW STEPPING-TYPE EXCAVATION,SUPPORT AND ANCHOR COMBINED UNIT AND ITS VARIABLE TEMPERATURE ENVIRONMENT
Jixie qiangdu
Stepping-type excavation
Support and anchor combined unit
Dynamics model
Characteristics of temperature distribution
MATLAB
title STUDY ON DYNAMIC BEHAVIOR OF A NEW STEPPING-TYPE EXCAVATION,SUPPORT AND ANCHOR COMBINED UNIT AND ITS VARIABLE TEMPERATURE ENVIRONMENT
title_full STUDY ON DYNAMIC BEHAVIOR OF A NEW STEPPING-TYPE EXCAVATION,SUPPORT AND ANCHOR COMBINED UNIT AND ITS VARIABLE TEMPERATURE ENVIRONMENT
title_fullStr STUDY ON DYNAMIC BEHAVIOR OF A NEW STEPPING-TYPE EXCAVATION,SUPPORT AND ANCHOR COMBINED UNIT AND ITS VARIABLE TEMPERATURE ENVIRONMENT
title_full_unstemmed STUDY ON DYNAMIC BEHAVIOR OF A NEW STEPPING-TYPE EXCAVATION,SUPPORT AND ANCHOR COMBINED UNIT AND ITS VARIABLE TEMPERATURE ENVIRONMENT
title_short STUDY ON DYNAMIC BEHAVIOR OF A NEW STEPPING-TYPE EXCAVATION,SUPPORT AND ANCHOR COMBINED UNIT AND ITS VARIABLE TEMPERATURE ENVIRONMENT
title_sort study on dynamic behavior of a new stepping type excavation support and anchor combined unit and its variable temperature environment
topic Stepping-type excavation
Support and anchor combined unit
Dynamics model
Characteristics of temperature distribution
MATLAB
url http://www.jxqd.net.cn/thesisDetails#10.16579/j.issn.1001.9669.2019.05.016
work_keys_str_mv AT xiemiao studyondynamicbehaviorofanewsteppingtypeexcavationsupportandanchorcombinedunitanditsvariabletemperatureenvironment
AT lixiaojing studyondynamicbehaviorofanewsteppingtypeexcavationsupportandanchorcombinedunitanditsvariabletemperatureenvironment
AT liyuqi studyondynamicbehaviorofanewsteppingtypeexcavationsupportandanchorcombinedunitanditsvariabletemperatureenvironment
AT wangpengfei studyondynamicbehaviorofanewsteppingtypeexcavationsupportandanchorcombinedunitanditsvariabletemperatureenvironment
AT zhongconghua studyondynamicbehaviorofanewsteppingtypeexcavationsupportandanchorcombinedunitanditsvariabletemperatureenvironment