首页 | 本学科首页   官方微博 | 高级检索  
     检索      

Interaction formulae for buckling and failure of orthotropic plates under combined axial compression/tension and shear
作者姓名:Binwen WANG  Xiangming CHEN  Xiasheng SUN  Puhui CHEN  Zhe WANG  Ya'nan CHAI
作者单位:1. Aeronautics Science and Technology Key Laboratory of Full Scale Aircraft Structure and Fatigue, Aircraft Strength Research Institute of China;2. Chinese Aeronautical Establishment;3. State Key Laboratory of Mechanics and Control of Mechanical Structures, Nanjing University of Aeronautics and Astronautics
摘    要:An interaction function was constructed based on the axial compression/tension and shear loads of orthotropic plates. The coefficients of the polynomial function were determined by uniaxial test results. Buckling interaction and failure interaction formulae under combined axial tension/compression and shear loads were established. Based on the uniaxial load test results of orthotropic plates, the buckling load and bearing capacity under any proportion of the combined loads could be predicted by ...

收稿时间:9 October 2020

Interaction formulae for buckling and failure of orthotropic plates under combined axial compression/tension and shear
Binwen WANG,Xiangming CHEN,Xiasheng SUN,Puhui CHEN,Zhe WANG,Ya'nan CHAI.Interaction formulae for buckling and failure of orthotropic plates under combined axial compression/tension and shear[J].Chinese Journal of Aeronautics,2022,35(3):272-280.
Institution:1. Aeronautics Science and Technology Key Laboratory of Full Scale Aircraft Structure and Fatigue, Aircraft Strength Research Institute of China, Xi’an 710065, China;2. Chinese Aeronautical Establishment, Beijing 100029, China;3. State Key Laboratory of Mechanics and Control of Mechanical Structures, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, China
Abstract:An interaction function was constructed based on the axial compression/tension and shear loads of orthotropic plates. The coefficients of the polynomial function were determined by uniaxial test results. Buckling interaction and failure interaction formulae under combined axial tension/compression and shear loads were established. Based on the uniaxial load test results of orthotropic plates, the buckling load and bearing capacity under any proportion of the combined loads could be predicted by using the proposed interaction formulae. The buckling interaction curves and failure envelopes predicted by the proposed interaction formulae were in excellent agreement with the test results.
Keywords:Buckling  Combined loads  Failure  Interaction formulae  Orthotropic plate
本文献已被 ScienceDirect 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号