OPTIMAL ELASTIC DESIGN OF BEAMS

被引:0
|
作者
唐燮黎
叶开沅
机构
[1] Lanzhou University
[2] Department of Mechanics
关键词
dealing; buckling; columns; deflection; stiffness; satisfy; explicitly; bending; iteration; ultimate;
D O I
暂无
中图分类号
学科分类号
摘要
Ⅰ. INTRODUCTION In recent years, many authors have investigated various optimal design problems of elastic beams or columns, such as the optimal designs for minimum deflection, maximum stiffness, maximum buckling loads and maximum fundamental frequency. However, reports dealing with the strength design of elastic beams are few. As for
引用
收藏
页码:890 / 895
页数:6
相关论文
共 50 条
  • [21] Optimal elastic design of CFCs
    Stasiuk, Galyna
    Piat, Romana
    Sinchuk, Yuriy
    ADVANCES IN FRACTURE AND DAMAGE MECHANICS X, 2012, 488-489 : 295 - +
  • [22] Optimal design of elastic plates
    Crnjac, Ivana
    Pavlovic, Jelena Jankov
    Kunstek, Petar
    ESAIM-MATHEMATICAL MODELLING AND NUMERICAL ANALYSIS, 2024, 58 (03) : 1137 - 1151
  • [23] Optimal design of elastic frames
    Kegl, M
    Antes, H
    ZEITSCHRIFT FUR ANGEWANDTE MATHEMATIK UND MECHANIK, 2000, 80 : S793 - S794
  • [24] Optimal plane beams modelling elastic linear objects
    Koh, Sung K.
    Liu, Guangjun
    ROBOTICA, 2010, 28 : 135 - 148
  • [25] An optimal design study on pitched beams
    Kim, KS
    Kang, NG
    Park, HJ
    PROCEEDINGS OF THE ELEVENTH (2001) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL IV, 2001, : 414 - 419
  • [26] OPTIMAL STRENGTH AND STIFFNESS DESIGN OF BEAMS
    KANAGASUNDARAM, S
    KARIHALOO, BL
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1983, 109 (01): : 221 - 237
  • [28] OPTIMAL-DESIGN OF SANDWICH BEAMS
    PAYDAR, N
    PARK, GJ
    COMPUTERS & STRUCTURES, 1990, 34 (04) : 523 - 526
  • [29] Optimal design of rainbow elastic metamaterials
    Meng, Han
    Chronopoulos, Dimitrios
    Fabro, Adriano T.
    Maskery, Ian
    Chen, Yanyu
    INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2020, 165
  • [30] OPTIMAL ELASTIC DESIGN FOR STRESS CONSTRAINTS
    ROZVANY, GIN
    COMPUTERS & STRUCTURES, 1978, 8 (3-4) : 455 - 463