Class information for: |
Basic class information |
Class id | #P | Avg. number of references |
Database coverage of references |
---|---|---|---|
4674 | 1745 | 35.0 | 62% |
Hierarchy of classes |
The table includes all classes above and classes immediately below the current class. |
Cluster id | Level | Cluster label | #P |
---|---|---|---|
16 | 4 | ENGINEERING, CIVIL//CONSTRUCTION & BUILDING TECHNOLOGY//MECHANICS | 627508 |
101 | 3 | CONSTRUCTION & BUILDING TECHNOLOGY//CEMENT AND CONCRETE RESEARCH//ENGINEERING, CIVIL | 73839 |
1010 | 2 | MESHLESS METHOD//MESHFREE METHOD//PERIDYNAMICS | 10325 |
4674 | 1 | EXTENDED FINITE ELEMENT METHOD//XFEM//X FEM | 1745 |
Terms with highest relevance score |
rank | Term | termType | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|---|
1 | EXTENDED FINITE ELEMENT METHOD | authKW | 1891360 | 11% | 56% | 192 |
2 | XFEM | authKW | 1666399 | 10% | 56% | 171 |
3 | X FEM | authKW | 1136101 | 6% | 65% | 100 |
4 | STRONG DISCONTINUITIES | authKW | 1024606 | 4% | 80% | 73 |
5 | GENERALIZED FINITE ELEMENT METHOD | authKW | 643247 | 3% | 74% | 50 |
6 | PARTITION OF UNITY | authKW | 618298 | 5% | 38% | 94 |
7 | NUMERICAL MANIFOLD METHOD | authKW | 490900 | 3% | 64% | 44 |
8 | EXTENDED FEM | authKW | 425173 | 2% | 90% | 27 |
9 | EXTENDED FINITE ELEMENT METHOD XFEM | authKW | 372199 | 3% | 48% | 44 |
10 | EMBEDDED DISCONTINUITIES | authKW | 352753 | 1% | 81% | 25 |
Web of Science journal categories |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|
1 | Mathematics, Interdisciplinary Applications | 68636 | 45% | 1% | 783 |
2 | Engineering, General | 51233 | 41% | 0% | 718 |
3 | Mechanics | 34690 | 49% | 0% | 849 |
4 | Engineering, Geological | 2006 | 4% | 0% | 72 |
5 | Computer Science, Interdisciplinary Applications | 1117 | 7% | 0% | 129 |
6 | Engineering, Mechanical | 845 | 8% | 0% | 138 |
7 | Engineering, Civil | 731 | 6% | 0% | 109 |
8 | Mathematics, Applied | 562 | 8% | 0% | 146 |
9 | Materials Science, Multidisciplinary | 348 | 13% | 0% | 230 |
10 | Materials Science, Composites | 304 | 2% | 0% | 37 |
Address terms |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|
1 | EXCELLENCE STRUCT EARTHQUAKE ENGN | 155539 | 2% | 26% | 34 |
2 | ETS ENGINYERS CAMINS CANALS PORTS | 97197 | 1% | 56% | 10 |
3 | NEWMARK | 87599 | 1% | 21% | 24 |
4 | COMPUTAT ANAL TECH SYST | 69988 | 0% | 100% | 4 |
5 | ICJ UMR5208LAMCOS UMR5259 | 61233 | 0% | 50% | 7 |
6 | UT COMPIEGNE | 55989 | 0% | 80% | 4 |
7 | NEWMARK 2122 | 52491 | 0% | 100% | 3 |
8 | NEWMARK CIVIL ENGN 2122 | 52491 | 0% | 100% | 3 |
9 | INSA LYONICJ UMR5208 | 34994 | 0% | 100% | 2 |
10 | LMT CACHANECOLE NORMALE SUPER CACHAN | 34994 | 0% | 100% | 2 |
Journals |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|
1 | INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING | 250391 | 20% | 4% | 342 |
2 | COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING | 96934 | 12% | 3% | 214 |
3 | COMPUTATIONAL MECHANICS | 53083 | 5% | 3% | 87 |
4 | ENGINEERING FRACTURE MECHANICS | 42470 | 8% | 2% | 135 |
5 | FINITE ELEMENTS IN ANALYSIS AND DESIGN | 16485 | 2% | 2% | 42 |
6 | INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS | 16206 | 3% | 2% | 46 |
7 | INTERNATIONAL JOURNAL OF FRACTURE | 15580 | 4% | 1% | 64 |
8 | INTERNATIONAL JOURNAL OF COMPUTATIONAL METHODS | 8823 | 1% | 3% | 18 |
9 | INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES | 6492 | 3% | 1% | 60 |
10 | COMPUTERS & STRUCTURES | 4736 | 3% | 1% | 50 |
Author Key Words |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
LCSH search | Wikipedia search |
---|---|---|---|---|---|---|---|
1 | EXTENDED FINITE ELEMENT METHOD | 1891360 | 11% | 56% | 192 | Search EXTENDED+FINITE+ELEMENT+METHOD | Search EXTENDED+FINITE+ELEMENT+METHOD |
2 | XFEM | 1666399 | 10% | 56% | 171 | Search XFEM | Search XFEM |
3 | X FEM | 1136101 | 6% | 65% | 100 | Search X+FEM | Search X+FEM |
4 | STRONG DISCONTINUITIES | 1024606 | 4% | 80% | 73 | Search STRONG+DISCONTINUITIES | Search STRONG+DISCONTINUITIES |
5 | GENERALIZED FINITE ELEMENT METHOD | 643247 | 3% | 74% | 50 | Search GENERALIZED+FINITE+ELEMENT+METHOD | Search GENERALIZED+FINITE+ELEMENT+METHOD |
6 | PARTITION OF UNITY | 618298 | 5% | 38% | 94 | Search PARTITION+OF+UNITY | Search PARTITION+OF+UNITY |
7 | NUMERICAL MANIFOLD METHOD | 490900 | 3% | 64% | 44 | Search NUMERICAL+MANIFOLD+METHOD | Search NUMERICAL+MANIFOLD+METHOD |
8 | EXTENDED FEM | 425173 | 2% | 90% | 27 | Search EXTENDED+FEM | Search EXTENDED+FEM |
9 | EXTENDED FINITE ELEMENT METHOD XFEM | 372199 | 3% | 48% | 44 | Search EXTENDED+FINITE+ELEMENT+METHOD+XFEM | Search EXTENDED+FINITE+ELEMENT+METHOD+XFEM |
10 | EMBEDDED DISCONTINUITIES | 352753 | 1% | 81% | 25 | Search EMBEDDED+DISCONTINUITIES | Search EMBEDDED+DISCONTINUITIES |
Core articles |
The table includes core articles in the class. The following variables is taken into account for the relevance score of an article in a cluster c: (1) Number of references referring to publications in the class. (2) Share of total number of active references referring to publications in the class. (3) Age of the article. New articles get higher score than old articles. (4) Citation rate, normalized to year. |
Rank | Reference | # ref. in cl. |
Shr. of ref. in cl. |
Citations |
---|---|---|---|---|
1 | FRIES, TP , BELYTSCHKO, T , (2010) THE EXTENDED/GENERALIZED FINITE ELEMENT METHOD: AN OVERVIEW OF THE METHOD AND ITS APPLICATIONS.INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING. VOL. 84. ISSUE 3. P. 253 -304 | 125 | 73% | 302 |
2 | BELYTSCHKO, T , GRACIE, R , VENTURA, G , (2009) A REVIEW OF EXTENDED/GENERALIZED FINITE ELEMENT METHODS FOR MATERIAL MODELING.MODELLING AND SIMULATION IN MATERIALS SCIENCE AND ENGINEERING. VOL. 17. ISSUE 4. P. - | 92 | 82% | 172 |
3 | ABDELAZIZ, Y , HAMOUINE, A , (2008) A SURVEY OF THE EXTENDED FINITE ELEMENT.COMPUTERS & STRUCTURES. VOL. 86. ISSUE 11-12. P. 1141 -1151 | 95 | 87% | 74 |
4 | YAZID, A , ABDELKADER, N , ABDELMADJID, H , (2009) A STATE-OF-THE-ART REVIEW OF THE X-FEM FOR COMPUTATIONAL FRACTURE MECHANICS.APPLIED MATHEMATICAL MODELLING. VOL. 33. ISSUE 12. P. 4269-4282 | 80 | 90% | 48 |
5 | SUKUMAR, N , DOLBOW, JE , MOES, N , (2015) EXTENDED FINITE ELEMENT METHOD IN COMPUTATIONAL FRACTURE MECHANICS: A RETROSPECTIVE EXAMINATION.INTERNATIONAL JOURNAL OF FRACTURE. VOL. 196. ISSUE 1-2. P. 189 -206 | 71 | 89% | 3 |
6 | AGATHOS, K , CHATZI, E , BORDAS, SPA , (2016) STABLE 3D EXTENDED FINITE ELEMENTS WITH HIGHER ORDER ENRICHMENT FOR ACCURATE NON PLANAR FRACTURE.COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING. VOL. 306. ISSUE . P. 19 -46 | 53 | 83% | 1 |
7 | KIM, J , DUARTE, CA , (2015) A NEW GENERALIZED FINITE ELEMENT METHOD FOR TWO-SCALE SIMULATIONS OF PROPAGATING COHESIVE FRACTURES IN 3-D.INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING. VOL. 104. ISSUE 13. P. 1139 -1172 | 70 | 67% | 1 |
8 | ZHANG, YM , LACKNER, R , ZEIML, M , MANG, HA , (2015) STRONG DISCONTINUITY EMBEDDED APPROACH WITH STANDARD SOS FORMULATION: ELEMENT FORMULATION, ENERGY-BASED CRACK-TRACKING STRATEGY, AND VALIDATIONS.COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING. VOL. 287. ISSUE . P. 335 -366 | 48 | 84% | 5 |
9 | RICHARDSON, CL , HEGEMANN, J , SIFAKIS, E , HELLRUNG, J , TERAN, JM , (2011) AN XFEM METHOD FOR MODELING GEOMETRICALLY ELABORATE CRACK PROPAGATION IN BRITTLE MATERIALS.INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING. VOL. 88. ISSUE 10. P. 1042-1065 | 44 | 98% | 28 |
10 | GUPTA, V , DUARTE, CA , BABUSKA, I , BANERJEE, U , (2015) STABLE GFEM (SGFEM): IMPROVED CONDITIONING AND ACCURACY OF GFEM/XFEM FOR THREE-DIMENSIONAL FRACTURE MECHANICS.COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING. VOL. 289. ISSUE . P. 355 -386 | 41 | 89% | 10 |
Classes with closest relation at Level 1 |