Angle of Twist of a Double-Bent Leaf Flexure under Torsion

被引:0
|
作者
Nghia Huu Nguyen [1 ,2 ]
Lee, Hong-Cheol [1 ]
Jo, Sunghee [1 ]
Lee, Dong-Yeon [1 ]
机构
[1] Yeungnam Univ, Dept Robot & Intelligent Machine, Gyongsan, South Korea
[2] Nha Trang Univ, Fac Mech Engn, Nha Trang, Vietnam
关键词
torsion; double-bent leaf flexure; warping restraint factor; partially restrained warping; Castigliano's theorem; finite element analysis; HINGE MECHANISMS; OPTIMAL-DESIGN; STAGE; GUIDE;
D O I
10.5545/sv-jme.2017.5003
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
This paper describes the rotational displacement of the double-bent leaf flexure subjected to a torsional load. Warping and specifically double partially-restrained warping are considered when the torsion is applied. The warping restraint factor for partially-restrained warping is also considered. Castigliano's theorem is applied to derive the theoretical equations of the angle of twist. The results for the fully restrained, paid ally restrained, and free warping cases a/e compared and verified with finite element analysis (FEA). A sensitivity analysis over the length, width, and thickness is performed and the results are compared with FEA. The errors between the theory result with the warping restraint factor (K = 0.5) and those of FEA are the lowest, below 5%. This suggests that the angle of twist of the double-bent leaf flexure under torsion is accurately predicted by considering double partially-restrained warping.
引用
收藏
页码:310 / 318
页数:9
相关论文
共 50 条
  • [41] Double-Twist Torsion Testing to Assess Partial Recrystallization in Microalloyed Steels
    Ballard T.J.
    Speer J.G.
    Findley K.O.
    De Moor E.
    Iron and Steel Technology, 2021, 18 (03): : 240 - 247
  • [42] EVALUATING DOUBLE ELASTICITY IN DRILL CORES UNDER FLEXURE - DISCUSSION
    BENNET, AG
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1972, 9 (01): : 155 - &
  • [43] PRESTRESSED CONCRETE I-BEAMS UNDER COMBINED MIXED TORSION, FLEXURE AND SHEAR
    LUCCIONI, BM
    REIMUNDIN, JC
    DANESI, RF
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY, 1991, 91 : 577 - 592
  • [44] Plain and reinforced concrete L- beams under combined flexure, shear, and torsion
    SYAMAL PK
    MIRZA MS
    RAY DP
    1971, 68 (11): : 848 - 860
  • [45] Nonlinear analysis of composite steel-concrete beams under combined flexure and torsion
    Hu, Shao-Wei
    Nie, Jian-Guo
    Zhu, Lin-Sen
    Gongcheng Lixue/Engineering Mechanics, 2005, 22 (02): : 1 - 5
  • [46] Dynamic studies of angle-ply laminates including flexure-torsion coupling using laser holography
    Maeda, T
    Baburaj, V
    Koga, T
    OPTICS AND LASERS IN ENGINEERING, 1998, 30 (02) : 191 - 198
  • [47] Dynamic studies of angle-ply laminates including flexure-torsion coupling using laser holography
    Maeda, T
    Baburaj, V
    Koga, T
    SECOND INTERNATIONAL CONFERENCE ON VIBRATION MEASUREMENTS BY LASER TECHNIQUES: ADVANCES AND APPLICATIONS, 1996, 2868 : 418 - 424
  • [48] Facile three-dimensional nanoarchitecturing of double-bent gold strips on roll-to-roll nanoimprinted transparent nanogratings for flexible and scalable plasmonic sensors
    Wi, Jung-Sub
    Lee, Seungjo
    Lee, Sung Ho
    Oh, Dong Kyo
    Lee, Kyu-Tae
    Park, Inkyu
    Kwak, Moon Kyu
    Ok, Jong G.
    NANOSCALE, 2017, 9 (04) : 1398 - 1402
  • [49] Investigating the behavior of lightweight foamed concrete T-beams under torsion, shear, and flexure
    Deifalla, A.
    Awad, A.
    Seleem, Hosam
    Abdelrahman, Amr
    ENGINEERING STRUCTURES, 2020, 219
  • [50] PLASTIC-FLOW LAW FOR REINFORCED-CONCRETE BEAMS UNDER COMBINED FLEXURE AND TORSION
    JACKSON, N
    ESTANERO, RA
    MAGAZINE OF CONCRETE RESEARCH, 1971, 23 (77) : 169 - &