Peridynamic formulations for planar arbitrarily curved beams with Euler-Bernoulli beam model

被引:7
作者
Aung, Zwe Yan [1 ]
Vo, Duy [2 ,3 ]
Suttakul, Pana [4 ]
Atroshchenko, Elena [5 ]
Bui, Tinh Quoc [2 ,3 ]
Rungamornrat, Jaroon [1 ]
机构
[1] Chulalongkorn Univ, Fac Engn, Ctr Excellence Appl Mech & Struct, Dept Civil Engn, Bangkok 10330, Thailand
[2] Duy Tan Univ, Duy Tan Res Inst Computat Engn DTRICE, Ho Chi Minh City 700000, Vietnam
[3] Duy Tan Univ, Fac Civil Engn, Da Nang 550000, Vietnam
[4] Chiang Mai Univ, Fac Engn, Dept Mech Engn, Chiang Mai 50200, Thailand
[5] Univ New South Wales, Sch Civil & Environm Engn, Sydney, Australia
关键词
Planar arbitrarily curved beams; Euler-Bernoulli beam model; Peridynamic formulations; Peridynamic differential operators; Membrane locking effect; LARGE-DISPLACEMENT ANALYSIS; FINITE-ELEMENT FORMULATION; STATE-BASED PERIDYNAMICS; NONORDINARY; LOCKING; DEFORMATION; INTEGRATION; BOND;
D O I
10.1016/j.tws.2024.112278
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study presents two peridynamic formulations for analysis of planar arbitrarily curved beams using kinematic assumptions of Euler-Bernoulli beam model. Only displacement components of the beam axis are considered as kinematic unknowns. The principle of virtual work is used to derive equilibrium equations and boundary conditions. The equilibrium equations are presented in two forms, i.e., one in terms of cross-sectional stress resultants and one in terms of displacement components of the beam axis. Then, two peridynamic formulations are developed respectively from two forms of equilibrium equations by employing peridynamic functions, which are constructed with the concept of peridynamic differential operators. Several examples are presented to elucidate the performance of the proposed formulations in some regards, i.e., numerical precision, convergence properties, and robustness with respect to the membrane locking effect.
引用
收藏
页数:25
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