Ultimate bending capacity of pipe with arbitrary corrosion defects

被引：0
|
作者：
Chen, Yan-Fei [1 ]
Li, Xin [1 ]
Zhou, Jing [1 ]
机构：
[1] State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, Liaoning 116023, China
来源：
Gongcheng Lixue/Engineering Mechanics | 2009年 / 26卷 / 11期
关键词：
D O I：
暂无
中图分类号：
学科分类号：
摘要：
引用
收藏
页码：190 / 196
相关论文
共 50 条
  • [21] Bending Capacity of Pipe-in-Pipe Systems Subjected to External Pressure
    Binazir, A.
    Karampour, H.
    Gilbert, B. P.
    Guan, H.
    PROCEEDINGS OF THE 25TH AUSTRALASIAN CONFERENCE ON MECHANICS OF STRUCTURES AND MATERIALS (ACMSM25), 2020, 37 : 657 - 666
  • [22] ULTIMATE FLEXURAL CAPACITY OF FULLY PRESTRESSED, PARTIALLY PRESTRESSED, AND NON-PRESTRESSED ARBITRARY CONCRETE SECTIONS UNDER SYMMETRICAL BENDING
    BRONDUMNIELSEN, T
    JOURNAL OF THE AMERICAN CONCRETE INSTITUTE, 1986, 83 (01): : 29 - 35
  • [23] Effect of initial imperfections on ultimate capacity of plates with arbitrary boundaries
    School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China
    Yingyong Lixue Xuebao, 2008, 4 (664-668):
  • [24] Estimating the ultimate energy dissipation capacity of steel pipe dampers
    Utomo, Junaedi
    Moestopo, Muslinang
    Surahman, Adang
    Kusumastuti, Dyah
    CIVIL ENGINEERING INNOVATION FOR A SUSTAINABLE, 2015, 125 : 1101 - 1107
  • [25] Ultimate bending capacity evaluation of laminated bamboo lumber beams
    Li, Haitao
    Wu, Gang
    Zhang, Qisheng
    Deeks, Andrew John
    Su, Jingwen
    CONSTRUCTION AND BUILDING MATERIALS, 2018, 160 : 365 - 375
  • [26] ULTIMATE FLEXURAL CAPACITY OF PARTIALLY OR FULLY PRESTRESSED CRACKED ARBITRARY CONCRETE SECTIONS UNDER AXIAL LOAD COMBINED WITH BIAXIAL BENDING.
    Brondum-Nielsen, Troels
    Concrete International, 1983, 5 (01) : 75 - 78
  • [27] Ductile Fracture Simulation of Pipe under Bending with Initial Defects
    Kikuchi, Masanori
    Senda, Ryotaro
    FRACTURE AND STRENGTH OF SOLIDS VII, PTS 1 AND 2, 2011, 462-463 : 443 - +
  • [28] Ultimate bending capacity and buckling of pressurized 90 deg steel elbows
    Karamanos, S. A.
    Tsouvalas, D.
    Gresnigt, A. M.
    JOURNAL OF PRESSURE VESSEL TECHNOLOGY-TRANSACTIONS OF THE ASME, 2006, 128 (03): : 348 - 356
  • [29] Ultimate capacity of stainless steel RHS subjected to combined compression and bending
    Theofanous, M.
    Liew, A.
    Gardner, L.
    TUBULAR STRUCTURES XIV, 2012, : 423 - 430
  • [30] Research on ultimate capacity and flexural stiffness of novel pipe roofing structure
    Lu, Bo
    Zhao, Wen
    Wang, Wentao
    Li, Weiwei
    Jia, Pengjiao
    COMPUTERS AND CONCRETE, 2024, 34 (05): : 561 - 576
12345