Analysis of the Elasto-Plastic Behavior of SAE 1045 Steel Submitted to Cyclic Loads

被引:0
|
作者
Cordeiro, Matheus Henriques [1 ]
Souza, Victor Barbosa [1 ]
Lima, Amanda Camerini [1 ]
Cerqueira, Niander Aguiar [1 ]
机构
[1] REDENTOR Soc Univ Redentor, BR 356 Km 25, Rio De Janeiro, Brazil
来源
CHARACTERIZATION OF MINERALS, METALS, AND MATERIALS 2021 | 2021年
关键词
Characterization; Mechanical properties; Cyclic loads; Elasto-plasticity;
D O I
10.1007/978-3-030-65493-1_6
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This work proposes an elasto-plastic study of SAE 1045 steel through a stress versus cyclic deformation curve, which was the basis for calculating the material's hardening parameters, defining the isotropic hardening value as null and kinematic hardening value as 415.05 MPa. Therefore, due to the wide use of SAE 1045 steel in structures and elements that undergo cyclical stresses, the parameters defined in the present work are highly relevant for the analysis of structures based on this material, making it easier to meet the needs during research, diagnostics, or sizing using this steel. The mathematical model used proved to be efficient in generating results compatible with those expected based on the bibliography.
引用
收藏
页码:57 / 67
页数:11
相关论文
共 50 条
  • [1] Cyclic elasto-plastic analysis of steel members
    Mamaghani, IHP
    BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS, 2000, : 47 - 54
  • [2] Elasto-plastic behavior and buckling analysis of steel pipelines exposed to internal pressure and additional loads
    Schaumann, Peter
    Keindorf, Christian
    Brueggemann, Henning
    Proceedings of the 24th International Conference on Offshore Mechanics and Arctic Engineering, Vol 3, 2005, : 521 - 529
  • [3] Investigation of cyclic elasto-plastic behavior of copper sheet
    Uemori, T
    Yoshida, F
    ENGINEERING PLASTICITY FROM MACROSCALE TO NANOSCALE PTS 1 AND 2, 2003, 233-2 : 287 - 292
  • [5] CONSTRUCTAL DESIGN APPLIED TO STIFFEND STEEL PLATES SUBMITTED TO ELASTO-PLASTIC BUCKLING
    Silva Lima, Joao Paulo
    Oliveira Rocha, Luiz Alberto
    dos Santos, Elizaldo Domingues
    Real, Mauro de Vasconcellos
    Isoldi, Liercio Andre
    CONSTRUCTAL LAW & SECOND LAW CONFERENCE (CLC2017), 2017, : 257 - 273
  • [6] Analysis of elasto-plastic behavior of the Weald clay
    Misumi, K
    DEFORMATION AND PROGRESSIVE FAILURE IN GEOMECHANICS - IS-NAGOYA'97, 1997, : 365 - 370
  • [7] Elasto-plastic behavior of steel-pipe pier models under lateral cyclic loading
    Koeda, H
    Ono, S
    Kishi, N
    Goto, Y
    THIN-WALLED STRUCTURES: RESEARCH AND DEVELOPMENT, 1998, : 787 - 794
  • [8] Elasto-plastic analysis of clearance connections subjected to impact loads
    Yan, SZ
    Ding, Y
    ADVANCES IN ENGINEERING PLASTICITY AND ITS APPLICATIONS, PTS 1 AND 2, 2004, 274-276 : 955 - 960
  • [9] Steel frame structures under elasto-plastic analysis
    Landesmann, A
    Batista, EM
    STABILITY AND DUCTILITY OF STEEL STRUCTURES, 2002, : 265 - 272
  • [10] ELASTO-PLASTIC ANALYSIS OF COMPOSITE STEEL CONCRETE SUPERSTRUCTURES
    MCCARTHY, WC
    MELHEM, AQ
    COMPUTERS & STRUCTURES, 1988, 29 (04) : 601 - 610