PROBLEM OF BUCKLING OF STIFFENED BOX GIRDER BOTTOM PLATES

被引:0
|
作者
PROTTE, W [1 ]
机构
[1] FRIED KRUPP GMBH,KRUPP IND & STAHLBAU,RHEINHAUSEN,WEST GERMANY
来源
关键词
D O I
暂无
中图分类号
TF [冶金工业];
学科分类号
0806 ;
摘要
引用
收藏
页码:115 / 133
页数:19
相关论文
共 50 条
  • [41] Stiffened plates and cylindrical shells under interactive buckling
    Sridharan, S
    TRENDS IN STRUCTURAL MECHANICS: THEORY, PRACTICE, EDUCATION, 1997, 54 : 153 - 164
  • [42] Stiffened plates and cylindrical shells under interactive buckling
    Sridharan, S
    Zeggane, M
    FINITE ELEMENTS IN ANALYSIS AND DESIGN, 2001, 38 (02) : 155 - 178
  • [43] FINITE-ELEMENT BUCKLING ANALYSIS OF STIFFENED PLATES
    MUKHOPADHYAY, M
    MUKHERJEE, A
    COMPUTERS & STRUCTURES, 1990, 34 (06) : 795 - 803
  • [44] Asymmetric buckling of shell-stiffened annular plates
    Burmeister, Daniel
    INTERNATIONAL JOURNAL OF MECHANICS AND MATERIALS IN DESIGN, 2018, 14 (04) : 565 - 575
  • [45] SIMPLIFIED BUCKLING ANALYSIS OF STIFFENED LAMINATED SANDWICH PLATES
    Al Qablan, Husam
    Dwairi, Hazim
    Al Hattamleh, Omar
    Rabab'ah, Samer
    COMPOSITES-MECHANICS COMPUTATIONS APPLICATIONS, 2019, 10 (01): : 69 - 91
  • [46] Buckling and post-buckling analysis of stiffened panels in wing box structures
    Riks, E
    INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2000, 37 (46-47) : 6795 - 6824
  • [47] Rehabilitation of plate-girder and box-girder bridges with buckling endangered webs
    Nather, Friedrich
    Stahlbau, 1999, 68 (02): : 136 - 144
  • [48] Study on Slip Effect of Two-Cell Box Girder with Corrugated Steel Webs and Steel Bottom Plates
    Liu S.
    Mao Y.
    Ma C.
    Xu H.
    Gong B.
    Bridge Construction, 2023, 53 (04) : 47 - 54
  • [49] Compressive strength of HPS box girder flanges stiffened with open ribs
    Shin, Dong Ku
    Van Dat, Bui
    Kim, Kyungsik
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2014, 95 : 230 - 241
  • [50] Optimization of compressed stiffened flanges in bridge box girder cross section
    Vlasic, Andelko
    Mujkanovic, Nijaz
    GRADEVINAR, 2017, 69 (05): : 367 - 378