Three-Dimensional Meshfree Analysis of Interlocking Concrete Blocks for Step Seawall Structure
作者机构：Soete LaboratoryFaculty of Engineering and ArchitectureGhent UniversityTechnologiepark Zwijnaarde 903B-9052ZwijnaardeBelgium University of Science and TechnologyThe University of DanangDa Nang CityVietnam CIRTech InstituteHo Chi Minh City University of TechnologyHo Chi Minh CityVietnam Division of Computational MechanicsTon Duc Thang UniversityHo Chi Minh CityVietnam Faculty of Civil EngineeringTon Duc Thang UniversityHo Chi Minh CityVietnam
出 版 物：《Computers, Materials & Continua》 (计算机、材料和连续体（英文）)
年 卷 期：2021年第66卷第1期
页 面：165-178页
核心收录：
学科分类：07[理学] 0701[理学-数学] 070101[理学-基础数学]
基 金：the VLIR-UOS TEAM Project VN2017TEA454A103 ‘An innovative solution to protect Vietnamese coastal riverbanks from floods and erosion’ funded by the Flemish Government.https://www.vliruos.be/en/projects/project/22?pid=3251
主 题：Meshfree method local support domain moving least square shape function 3D elastostatic behavior complex geometry
摘 要：This study adapts the flexible characteristic of meshfree method in analyzing three-dimensional(3D)complex geometry structures,which are the interlocking concrete blocks of step *** elastostatic behavior of the block is analysed by solving the Galerkin weak form formulation over local support *** 3D moving least square(MLS)approximation is applied to build the interpolation functions of *** pre-defined number of nodes in an integration domain ranging from 10 to 60 nodes is also investigated for their effect on the studied *** accuracy and efficiency of the studied method on 3D elastostatic responses are validated through the comparison with the solutions of standard finite element method(FEM)using linear shape functions on tetrahedral elements and the well-known commercial software,*** results show that elastostatic responses of studied concrete block obtained by meshfree method converge faster and are more accurate than those of standard *** studied meshfree method is effective in the analysis of static responses of complex geometry *** amount of discretised nodes within the integration domain used in building MLS shape functions should be in the range from 30 to 60 nodes and should not be less than 20 nodes.
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