Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
3142 | 1973 | 33.6 | 62% |
Classes in level above (level 2) |
ID, lev. above |
Publications | Label for level above |
---|---|---|
150 | 22256 | ENGINEERING FRACTURE MECHANICS//INTERNATIONAL JOURNAL OF FRACTURE//STRESS INTENSITY FACTOR |
Terms with highest relevance score |
Rank | Term | Type of term | Relevance score (tfidf) |
Class's shr. of term's tot. occurrences |
Shr. of publ. in class containing term |
Num. of publ. in class |
---|---|---|---|---|---|---|
1 | X FEM | Author keyword | 186 | 55% | 12% | 233 |
2 | EXTENDED FINITE ELEMENT METHOD | Author keyword | 123 | 52% | 9% | 168 |
3 | STRONG DISCONTINUITIES | Author keyword | 48 | 73% | 2% | 37 |
4 | STRONG DISCONTINUITY | Author keyword | 42 | 72% | 2% | 33 |
5 | PARTITION OF UNITY | Author keyword | 40 | 36% | 5% | 91 |
6 | GENERALIZED FINITE ELEMENT METHOD | Author keyword | 38 | 62% | 2% | 39 |
7 | EXTENDED FEM | Author keyword | 26 | 69% | 1% | 22 |
8 | NUMERICAL MANIFOLD METHOD | Author keyword | 25 | 52% | 2% | 34 |
9 | FINITE COVER METHOD | Author keyword | 24 | 91% | 1% | 10 |
10 | EXTENDED FINITE ELEMENT METHOD XFEM | Author keyword | 21 | 44% | 2% | 37 |
Web of Science journal categories |
Author Key Words |
Rank | Web of Science journal category | Relevance score (tfidf) |
Class's shr. of term's tot. occurrences |
Shr. of publ. in class containing term |
Num. of publ. in class |
LCSH search | Wikipedia search |
---|---|---|---|---|---|---|---|
1 | X FEM | 186 | 55% | 12% | 233 | Search X+FEM | Search X+FEM |
2 | EXTENDED FINITE ELEMENT METHOD | 123 | 52% | 9% | 168 | Search EXTENDED+FINITE+ELEMENT+METHOD | Search EXTENDED+FINITE+ELEMENT+METHOD |
3 | STRONG DISCONTINUITIES | 48 | 73% | 2% | 37 | Search STRONG+DISCONTINUITIES | Search STRONG+DISCONTINUITIES |
4 | STRONG DISCONTINUITY | 42 | 72% | 2% | 33 | Search STRONG+DISCONTINUITY | Search STRONG+DISCONTINUITY |
5 | PARTITION OF UNITY | 40 | 36% | 5% | 91 | Search PARTITION+OF+UNITY | Search PARTITION+OF+UNITY |
6 | GENERALIZED FINITE ELEMENT METHOD | 38 | 62% | 2% | 39 | Search GENERALIZED+FINITE+ELEMENT+METHOD | Search GENERALIZED+FINITE+ELEMENT+METHOD |
7 | EXTENDED FEM | 26 | 69% | 1% | 22 | Search EXTENDED+FEM | Search EXTENDED+FEM |
8 | NUMERICAL MANIFOLD METHOD | 25 | 52% | 2% | 34 | Search NUMERICAL+MANIFOLD+METHOD | Search NUMERICAL+MANIFOLD+METHOD |
9 | FINITE COVER METHOD | 24 | 91% | 1% | 10 | Search FINITE+COVER+METHOD | Search FINITE+COVER+METHOD |
10 | EXTENDED FINITE ELEMENT METHOD XFEM | 21 | 44% | 2% | 37 | Search EXTENDED+FINITE+ELEMENT+METHOD+XFEM | Search EXTENDED+FINITE+ELEMENT+METHOD+XFEM |
Key Words Plus |
Rank | Web of Science journal category | Relevance score (tfidf) |
Class's shr. of term's tot. occurrences |
Shr. of publ. in class containing term |
Num. of publ. in class |
---|---|---|---|---|---|
1 | X FEM | 169 | 65% | 8% | 160 |
2 | LEVEL SETS | 83 | 32% | 11% | 212 |
3 | SOFTENING CONSTITUTIVE EQUATIONS | 55 | 70% | 2% | 46 |
4 | UNITY METHOD | 53 | 54% | 3% | 68 |
5 | STRONG DISCONTINUITIES | 49 | 59% | 3% | 55 |
6 | BLENDING ELEMENTS | 46 | 71% | 2% | 37 |
7 | ARBITRARY DISCONTINUITIES | 46 | 73% | 2% | 35 |
8 | COVER METHOD | 45 | 94% | 1% | 16 |
9 | CRACK GROWTH | 39 | 11% | 18% | 349 |
10 | EXTENDED FINITE ELEMENT | 34 | 43% | 3% | 59 |
Journals |
Reviews |
Title | Publ. year | Cit. | Active references | % act. ref. to same field |
---|---|---|---|---|
The extended/generalized finite element method: An overview of the method and its applications | 2010 | 197 | 163 | 76% |
A review of extended/generalized finite element methods for material modeling | 2009 | 118 | 111 | 82% |
THE NUMERICAL MANIFOLD METHOD: A REVIEW | 2010 | 40 | 34 | 91% |
A survey of the extended finite element | 2008 | 57 | 106 | 83% |
A finite element formulation to model extrinsic interfacial behavior | 2014 | 2 | 17 | 88% |
A state-of-the-art review of the X-FEM for computational fracture mechanics | 2009 | 34 | 89 | 88% |
Modelling discrete failures in composites with interface elements | 2010 | 36 | 71 | 32% |
Modelling of stationary and growing cracks in FE framework without remeshing: a state-of-the-art review | 2003 | 77 | 30 | 70% |
Cohesive Zone Models: A Critical Review of Traction-Separation Relationships Across Fracture Surfaces | 2011 | 11 | 129 | 41% |
Generalizations of the Finite Element Method | 2012 | 2 | 63 | 70% |
Address terms |
Rank | Address term | Relevance score (tfidf) |
Class's shr. of term's tot. occurrences |
Shr. of publ. in class containing term |
Num. of publ. in class |
---|---|---|---|---|---|
1 | EXCELLENCE STRUCT EARTHQUAKE ENGN | 8 | 24% | 1.4% | 28 |
2 | ETS ENGINYERS CAMINS CANALS PORTS | 7 | 53% | 0.5% | 9 |
3 | NEWMARK | 7 | 23% | 1.3% | 25 |
4 | TECGRAF PUC RIO COMP SCI | 6 | 71% | 0.3% | 5 |
5 | ICJ UMR5208LAMCOS UMR5259 | 6 | 58% | 0.4% | 7 |
6 | COMPUTAT ANAL TECH SYST | 6 | 100% | 0.2% | 4 |
7 | KOITER DELFT | 5 | 20% | 1.1% | 21 |
8 | NEWMARK 2122 | 3 | 100% | 0.2% | 3 |
9 | NEWMARK CIVIL ENGN 2122 | 3 | 100% | 0.2% | 3 |
10 | MODELLING SIMULAT MECH MAT | 2 | 50% | 0.2% | 3 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000145786 | MESHLESS METHOD//MESHLESS//MESHLESS METHODS |
2 | 0.0000113966 | ANISOTROPIC DAMAGE//MICROPLANE MODEL//UNILATERAL EFFECT |
3 | 0.0000103582 | DOUBLE K FRACTURE PARAMETERS//LOCAL FRACTURE ENERGY//FRACTURE PROCESS ZONE |
4 | 0.0000101352 | ISOGEOMETRIC ANALYSIS//T SPLINES//BEZIER EXTRACTION |
5 | 0.0000095398 | T EPSILON INTEGRAL//CIRCULAR ARC CRACK//CRACK LINKUP |
6 | 0.0000093922 | COMPUTATIONAL HOMOGENIZATION//REPRESENTATIVE VOLUME ELEMENT//VORONOI CELL FEM |
7 | 0.0000086061 | INTERLAMINAR FRACTURE//INTERLAMINAR FRACTURE TOUGHNESS//MODE II |
8 | 0.0000077203 | FRACTAL FINITE ELEMENT METHOD//CONTACT CRACK PROBLEM//SHAPE SENSITIVITY ANALYSIS |
9 | 0.0000076596 | DYNAMIC FRACTURE//INTERSONIC CRACK PROPAGATION//DYNAMIC CRACK PROPAGATION |
10 | 0.0000075906 | HYPOPLASTICITY//MICRO POLAR CONTINUUM//MICRO POLAR HYPOPLASTICITY |