2017
DOI: 10.1016/j.conbuildmat.2017.06.095
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Efficient meso-scale homogenisation and statistical size effect analysis of concrete modelled by scaled boundary finite element polygons

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Cited by 21 publications
(4 citation statements)
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“…Various applications of PSBFEM can be seen in literature such as in linear elasticity [83], crack propagation [84][85][86][87][88], applications within geotechnical structures [89], dynamic fracture simulation [90], analysis of cracked functionally graded materials [91], polygonal mesh creation , elastoplastic analysis of structures [92], prediction of structural responses with randomly distributed material properties [93], simulation of crack surface contact problems 8 Mathematical Problems in Engineering [94], and analysis of mesoscale concrete samples [95]. Extension of the method to 3D can be seen in the literature [96][97][98].…”
Section: Polygonal Scaled Boundary Fem (Psbfem)mentioning
confidence: 99%
“…Various applications of PSBFEM can be seen in literature such as in linear elasticity [83], crack propagation [84][85][86][87][88], applications within geotechnical structures [89], dynamic fracture simulation [90], analysis of cracked functionally graded materials [91], polygonal mesh creation , elastoplastic analysis of structures [92], prediction of structural responses with randomly distributed material properties [93], simulation of crack surface contact problems 8 Mathematical Problems in Engineering [94], and analysis of mesoscale concrete samples [95]. Extension of the method to 3D can be seen in the literature [96][97][98].…”
Section: Polygonal Scaled Boundary Fem (Psbfem)mentioning
confidence: 99%
“…Moreover, QT meshes can be created automatically from digital images and converted into SBFE models following an approach presented in [1]. According to [2], the volume-averaged stress is expressed using SBFEM in 2D as in Eq. (1), where the constants c i , eigenvalues λ i and stress modes Ψ σi result from the semi-analytical solution procedure of the SBFEM.…”
Section: Introductionmentioning
confidence: 99%
“…A mesh fragmentation process is then applied so that zero-thickness interface elements can be inserted along the cell boundaries. This approach diers from that developed by Huang et al [17] and Wang et al [49] in which a single SBFEM is employed to discretise the aggregates whereas the mortar is discretised with standard nite elements [17] or polygonal scaled boundary nite elements [49]. Instead, a quadtree decomposition in combination with polygon meshes within the framework of the SBFEM [26] is adopted.…”
Section: Introductionmentioning
confidence: 99%