STUDIES OF WEAR AND LOAD-CARRYING CAPACITY IN PIN AND DISK MACHINE

被引：0
|
作者：
ROBERTSO.WG
机构：
来源：
ASLE TRANSACTIONS | 1965年 / 8卷 / 02期
关键词：
D O I：
暂无
中图分类号：
TQ [化学工业];
学科分类号：
0817 ;
摘要：
引用
收藏
页码：91 / &
相关论文
共 50 条
  • [41] LOAD-CARRYING CAPACITY OF METAL SHELLS WITH WEAKENED SECTIONS
    GOLBRAIKH, LS
    MAVLYUTOV, RR
    RAPOPORT, LD
    FAKHRUTDINOV, IK
    KHUSAINOV, FK
    STRENGTH OF MATERIALS, 1983, 15 (02) : 182 - 185
  • [42] Load-carrying capacity of structural elements having a macrocrack
    Sibgatullin, ES
    IZVESTIYA VYSSHIKH UCHEBNYKH ZAVEDENII AVIATSIONAYA TEKHNIKA, 2000, (02): : 11 - 13
  • [43] Boundary slippage for generating hydrodynamic load-carrying capacity
    Zhang Yong-bin
    APPLIED MATHEMATICS AND MECHANICS-ENGLISH EDITION, 2008, 29 (09) : 1155 - 1164
  • [44] Load-Carrying Capacity of Steel Hybrid Columns.
    Marek, Pavel
    Hubacek, Karel
    Firbasova, Vera
    Stavebnicky casopis, 1981, 29 (10): : 777 - 796
  • [45] DETERMINATION OF THE LOAD-CARRYING CAPACITY OF COMPOSITE PANELS IN COMPRESSION
    AZIKOV, NS
    MECHANICS OF COMPOSITE MATERIALS, 1991, 27 (05) : 535 - 541
  • [46] Thermomechanical load-carrying capacity of sandwich flat panels
    Hause, T
    Librescu, L
    Johnson, TF
    JOURNAL OF THERMAL STRESSES, 1998, 21 (06) : 627 - 653
  • [47] Numerical assessment of the load-carrying capacity of a masonry bridge
    Silva, R.
    Costa, C.
    Arede, A.
    MAINTENANCE, SAFETY, RISK, MANAGEMENT AND LIFE-CYCLE PERFORMANCE OF BRIDGES, 2018, : 2439 - 2445
  • [48] LOAD-CARRYING CAPACITY OF OILS FOR ROLLING-MILLS
    GRIGOREVA, NI
    BADYSHTOVA, KM
    IVANKINA, EB
    KOLOBOV, NI
    TOLOKA, VI
    CHEMISTRY AND TECHNOLOGY OF FUELS AND OILS, 1983, 19 (11-1) : 539 - 540
  • [49] Load-Carrying Capacity of a Spherical Shell with Circular Holes
    Mamai, V. I.
    JOURNAL OF MACHINERY MANUFACTURE AND RELIABILITY, 2014, 43 (04): : 276 - 278
  • [50] Load-carrying capacity of flooded masonry arch bridges
    Hulet, K. M.
    Smith, C. C.
    Gilbert, M.
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-BRIDGE ENGINEERING, 2006, 159 (03) : 97 - 103
12345