Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《北京理工大学学报(英文版)》 2007-04
Add to Favorite Get Latest Update

Numerical Calculation of Artillery-Fuze System Dynamic Characteristics

WANG Ya-bin, LIU Ming-jie, TAN Hui-min(School of Aerospace Science and Engineering, Beijing Institute of Technology, Beijing 100081, China)  
A numerical calculation method based on the finite element analysis of dynamic characteristics of artillery-fuze system is discussed in detail. Pretension element is used to mesh the couple structure between artillery and fuze to analyze the change of dynamic characteristics of artillery-fuze system when pre-tightening force varies between artillery and fuze. Numerical calculation of the finite element analysis and actual hammering test of a artillery-fuze system are carried out with the same input to verify the accuracy of numerical calculation. The results show that the finite element model of artillery-fuze system is credible and the calculation accuracy is perfect.
【Fund】: the Ministerial Level Advanced Research Foundation (5140C9384029389C475)
【CateGory Index】: TJ303
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
Chinese Journal Full-text Database 1 Hits
1 Wang Liheng Zhou Xiyuan Yan Weiming(Municipal Key Laboratory of Earthquake Engineering and Structural Retrofit,Beijing University of Technology,Beijing 100022);EXPERIMENTAL STUDIES ON MONITORING REINFORCED CONCRETE BEAM'S DAMAGE DEGREE USING RESPONSES' MAXIMUMS IN IMPACT EXCITATION VIBRATION TESTS[J];Journal of Vibration and Shock;2006-01
Chinese Journal Full-text Database 5 Hits
1 SHI Zhou,PU Qianhui,LI Xiaobin(School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China);A practical method of long-term structural reliability monitoring of concrete arch bridges[J];Sichuan Building Science;2008-04
2 SHI Zhou,ZHAO Renda(School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China);Effects of bridge damage on its free-vibration characteristics[J];Journal of Earthquake Engineering and Engineering Vibration;2007-05
3 SHI Zhou,ZHAO Ren-da(School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China);ANALYSIS OF EFFECT OF BOUNDARY CONDITION CHANGES ON FREE-VIBRATION CHARACTERISTICS OF BRIDGE STRUCTURE[J];Journal of Vibration and Shock;2007-02
4 GUO Qi, SONG Yi-fan, HE Shuan-hai(Key Laboratory for Bridge and Tunnel of Shaanxi Province, Chang’an University, Xi’an 710064, China);MODAL PARAMETER IDENTIFICATION FOR MULTI-RIB BEAM BRIDGES AND EXPERIMENT STUDY[J];Journal of Vibration and Shock;2007-09
5 Wang Zhuo Yan Weiming Qin Dongtao Liu Changpeng(Beijing Laboratory of Earthquake Engineering and Structural Retrofit,Beijing University of Technology Beijing,100022,China);Dissipative Characteristic Investigation of Simply-Supported Reinfored Concrete Beams with Loading Damages[J];Journal of Vibration, Measurement & Diagnosis;2009-01
【Secondary Citations】
Chinese Journal Full-text Database 4 Hits
1 XIE Jun , HAN Da-jian (Department of Civil Engineering, South China University of Technology, Guangdong, Guangzhou 510641, China);AN IMPROVED METHOD FOR STRUCTURE DAMAGE DETECTION BASED ON FREQUENCY MEASUREMENT[J];Engineering Mechanics;2004-01
2 SUN Zong-guang1 , KO Jan-ming2 , Ni Yi-qing2 (1. Dalian Maritime University, Dalian 116026, China; 2. The Hong Kong Polytechnic University, Hong Kong, China);IDENTIFICATION OF DAMAGE LOCATION IN BRIDGE DECK BY NEURAL NETWORK[J];Engineering Mechanics;2004-01
3 MO Shuhua1, WANG Dianfu2(1. Heilongjiang Institute of Engineering, Harbin 150050, China; 2. Harbin University of Technology, Harbin 150001, China);Research of New Technique of Intelligent Health Monitoringfor Reinforced Concrete Bridge Structures[J];Bridge Construction;2003-02
4 Tang Hesheng 1 Xue Songtao 1,2 Chen Rong 1 Wang Yuangong 1 (1.Research Institute of Structural Engineering and Disaster Reduction,Tongji University,Shanghai 200092; 2.Department of Architecture,School of Science and Engineering,Kinki University,Osaka,Japan);ANALYSIS ON STRUCTURAL DAMAGE IDENTIFICATION AND ITS EXPERIMENTAL STUDY BASED ON COMBINED PARAMETERS[J];Journal of Vibration and Shock;2004-04
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved