Analytical results for a linear hardening elasto-plastic spring investigated via a hemivariational formulation

被引:0
|
作者
Placidi, Luca [1 ]
Misra, Anil [2 ]
Kandalaft, Abdou [3 ]
Nayeban, Mohammad mahdi [3 ]
Yilmaz, Nurettin [4 ]
机构
[1] Int Telematic Univ Uninettuno, Sect Math, Corso Vittorio Emanuele 2,39, I-00186 Rome, Italy
[2] Florida Int Univ, Dept Math & Stat, 430,11101 SW 13th St, Miami, FL USA
[3] Univ Catania, Dept Math & Comp Sci, Piazza Univ 2, I-95131 Catania, Italy
[4] Univ Aquila, Dept Informat Engn Comp Sci & Math, Via Vetoio Coppito 1, I-67100 Laquila, Italy
来源
关键词
Linear hardening; hysteretic loop; variational method; plasticity; MODEL; ELASTICITY; CONCRETE; STRESS; INTERPOLATION; DEFORMATION; PRINCIPLE; ELEMENT; MEDIA; STEEL;
D O I
10.33205/cma.1532828
中图分类号
O1 [数学];
学科分类号
0701 ; 070101 ;
摘要
A BSTRACT . We investigate the linear hardening phenomena with a method that is not standard in the literature, i.e. with a hemivariational method. As a result, we do not introduce any flow rules, and the number of assumptions is reduced to the generalized variational principle with proper definition of a new set of kinematic descriptors and, as a function of them, with a new definition of the energy functional. The variational framework guarantees the rationality of the deduction. Analytical derivation of the force displacement hysteretic loop is also derived and, finally, the dissipation energy is furnished with respect to either the final value of the dissipation energy potential or the corresponding area of the hysteretic loop.
引用
收藏
页码:50 / 75
页数:26
相关论文
共 50 条
  • [11] Elasto-plastic hardening and shakedown of masonry arch joints
    Boothby, TE
    Rosson, BT
    MECCANICA, 1999, 34 (02) : 71 - 84
  • [12] A hardening/softening elasto-plastic constitutive model for soils
    Li, Hangzhou
    Liu, Xuegang
    Wang, Siyi
    NEW ADVANCES IN GEOTECHNICAL ENGINEERING, 2018, : 131 - 136
  • [13] AN ANALYTICAL MODEL FOR ELASTO-PLASTIC BUCKLING OF COLUMNS
    Moghadam, S. Jowhari
    Izzuddin, B. A.
    COMPUTATIONAL PLASTICITY XII: FUNDAMENTALS AND APPLICATIONS, 2013, : 598 - 607
  • [14] A cross-anisotropic formulation for elasto-plastic models
    Manica, M.
    Gens, A.
    Vaunat, J.
    Ruiz, D. F.
    GEOTECHNIQUE LETTERS, 2016, 6 (02) : 156 - 162
  • [15] A scaled boundary polygon formulation for elasto-plastic analyses
    Ooi, Ean Tat
    Song, Chongmin
    Tin-Loi, Francis
    COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2014, 268 : 905 - 937
  • [16] A variational formulation for the incremental homogenization of elasto-plastic composites
    Brassart, L.
    Stainier, L.
    Doghri, I.
    Delannay, L.
    JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 2011, 59 (12) : 2455 - 2475
  • [17] FEM formulation and analysis of elasto-plastic stress singularity
    Attaporn, Wisessint
    Koguchi, Hideo
    FRACTURE AND DAMAGE MECHANICS V, PTS 1 AND 2, 2006, 324-325 : 915 - +
  • [18] Complementary formulation of the TFA for the elasto-plastic analysis of composites
    Covezzi, F.
    de Miranda, S.
    Marfia, S.
    Sacco, E.
    COMPOSITE STRUCTURES, 2016, 156 : 93 - 100
  • [19] Effect of linear hardening coefficient on the elasto-plastic singular stress field near an interface edge
    Xu, J.Q.
    Fu, L.D.
    Jisuan Lixue Xuebao/Chinese Journal of Computational Mechanics, 2001, 18 (02):
  • [20] AN ANALYTICAL ELASTO-PLASTIC ANALYSIS FOR STABILITY OF AXISYMMETRIC WELLBORE
    Chen, Shengli
    Abousleiman, Younane
    Abass, Hazim
    33RD INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING, 2014, VOL 5, 2014,