Class information for: |
Basic class information |
| ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
|---|---|---|---|
| 4257 | 1743 | 25.7 | 41% |
Classes in level above (level 2) |
| ID, lev. above |
Publications | Label for level above |
|---|---|---|
| 2151 | 4533 | DOUBLE K FRACTURE PARAMETERS//FRACTURE THEORY//LOCAL FRACTURE ENERGY |
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 | DOUBLE K FRACTURE PARAMETERS | Author keyword | 26 | 87% | 1% | 13 |
| 2 | LOCAL FRACTURE ENERGY | Author keyword | 17 | 100% | 0% | 8 |
| 3 | FRACTURE PROCESS ZONE | Author keyword | 15 | 35% | 2% | 36 |
| 4 | SIZE INDEPENDENT FRACTURE ENERGY | Author keyword | 14 | 100% | 0% | 7 |
| 5 | SOFTENING CURVE | Author keyword | 13 | 69% | 1% | 11 |
| 6 | CONCRETE FRACTURE | Author keyword | 12 | 41% | 1% | 23 |
| 7 | COHESIVE CRACK MODEL | Author keyword | 11 | 36% | 1% | 25 |
| 8 | FICTITIOUS CRACK MODEL | Author keyword | 11 | 50% | 1% | 16 |
| 9 | QUASIBRITTLE MATERIALS | Author keyword | 11 | 52% | 1% | 15 |
| 10 | FRACTURE ENERGY | Author keyword | 8 | 11% | 4% | 72 |
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 | DOUBLE K FRACTURE PARAMETERS | 26 | 87% | 1% | 13 | Search DOUBLE+K+FRACTURE+PARAMETERS | Search DOUBLE+K+FRACTURE+PARAMETERS |
| 2 | LOCAL FRACTURE ENERGY | 17 | 100% | 0% | 8 | Search LOCAL+FRACTURE+ENERGY | Search LOCAL+FRACTURE+ENERGY |
| 3 | FRACTURE PROCESS ZONE | 15 | 35% | 2% | 36 | Search FRACTURE+PROCESS+ZONE | Search FRACTURE+PROCESS+ZONE |
| 4 | SIZE INDEPENDENT FRACTURE ENERGY | 14 | 100% | 0% | 7 | Search SIZE+INDEPENDENT+FRACTURE+ENERGY | Search SIZE+INDEPENDENT+FRACTURE+ENERGY |
| 5 | SOFTENING CURVE | 13 | 69% | 1% | 11 | Search SOFTENING+CURVE | Search SOFTENING+CURVE |
| 6 | CONCRETE FRACTURE | 12 | 41% | 1% | 23 | Search CONCRETE+FRACTURE | Search CONCRETE+FRACTURE |
| 7 | COHESIVE CRACK MODEL | 11 | 36% | 1% | 25 | Search COHESIVE+CRACK+MODEL | Search COHESIVE+CRACK+MODEL |
| 8 | FICTITIOUS CRACK MODEL | 11 | 50% | 1% | 16 | Search FICTITIOUS+CRACK+MODEL | Search FICTITIOUS+CRACK+MODEL |
| 9 | QUASIBRITTLE MATERIALS | 11 | 52% | 1% | 15 | Search QUASIBRITTLE+MATERIALS | Search QUASIBRITTLE+MATERIALS |
| 10 | FRACTURE ENERGY | 8 | 11% | 4% | 72 | Search FRACTURE+ENERGY | Search FRACTURE+ENERGY |
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 | 3 POINT BEND TESTS | 69 | 73% | 3% | 52 |
| 2 | DOUBLE K CRITERION | 47 | 81% | 2% | 29 |
| 3 | BRITTLENESS NUMBER | 44 | 81% | 1% | 26 |
| 4 | QUASI BRITTLE FRACTURE | 40 | 59% | 3% | 44 |
| 5 | PROCESS ZONE LENGTH | 29 | 73% | 1% | 22 |
| 6 | NONLINEAR FRACTURE | 24 | 82% | 1% | 14 |
| 7 | SPRING NETWORKS | 21 | 78% | 1% | 14 |
| 8 | PROCESS ZONE | 21 | 34% | 3% | 51 |
| 9 | Y EQUIVALENCES | 21 | 90% | 1% | 9 |
| 10 | EQUIVALENT ELASTIC CRACK | 20 | 100% | 1% | 9 |
Journals |
Reviews |
| Title | Publ. year | Cit. | Active references |
% act. ref. to same field |
|---|---|---|---|---|
| Concrete fracture models: testing and practice | 2002 | 144 | 39 | 85% |
| Statistical prediction of fracture parameters of concrete and implications for choice of testing standard | 2002 | 95 | 43 | 95% |
| Review of the splitting-test standards from a fracture mechanics point of view | 2001 | 41 | 6 | 100% |
| Is the cause of size effect on structural strength fractal or energetic-statistical? | 2005 | 53 | 62 | 40% |
| Bond and size effects on the shear capacity of RC beams without stirrups | 2014 | 1 | 23 | 52% |
| Size effect on structural strength: a review | 1999 | 86 | 40 | 55% |
| Activation energy based extreme value statistics and size effect in brittle and quasibrittle fracture | 2007 | 57 | 40 | 28% |
| Scaling laws and multiscale approach in the mechanics of heterogeneous and disordered materials | 2006 | 15 | 82 | 46% |
| Multi-scale interaction potentials (F-r) for describing fracture of brittle disordered materials like cement and concrete | 2007 | 13 | 62 | 40% |
| Hybrid Lattice Particle Modelling Approach for Polymeric Materials Subject to High Strain Rate Loads | 2010 | 3 | 22 | 55% |
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 | AREA CONSTRUCC | 4 | 75% | 0.2% | 3 |
| 2 | STRUCT ENGN GEOTECH | 4 | 13% | 1.5% | 26 |
| 3 | CIVIL ENGN MAT SCI | 2 | 33% | 0.3% | 6 |
| 4 | ETSI CAMINOS CP | 2 | 67% | 0.1% | 2 |
| 5 | MECH PHYS SOLIDS TEAM | 2 | 67% | 0.1% | 2 |
| 6 | DURABIL MAINTENANCE REPAIR | 1 | 100% | 0.1% | 2 |
| 7 | FI TONE FLIGHT SCI | 1 | 50% | 0.1% | 2 |
| 8 | JOHNSSON ENGN 4048 | 1 | 50% | 0.1% | 2 |
| 9 | M2L | 1 | 100% | 0.1% | 2 |
| 10 | MCCORMICK PROF WP MURPHY PROF CIVIL ENGN | 1 | 100% | 0.1% | 2 |
Related classes at same level (level 1) |
| Rank | Relatedness score | Related classes |
|---|---|---|
| 1 | 0.0000142566 | ANISOTROPIC DAMAGE//MICROPLANE MODEL//UNILATERAL EFFECT |
| 2 | 0.0000109092 | FIBER REINFORCED CONCRETE//STEEL FIBERS//FIBRE REINFORCED CONCRETE |
| 3 | 0.0000103582 | X FEM//EXTENDED FINITE ELEMENT METHOD//STRONG DISCONTINUITIES |
| 4 | 0.0000094799 | SPLIT HOPKINSON PRESSURE BAR//HOPKINSON BAR//SPLIT HOPKINSON PRESSURE BAR SHPB |
| 5 | 0.0000094380 | FRACTAL CRACK//FRACTAL FRACTURE//FRASTA |
| 6 | 0.0000078787 | ADHESIVE ANCHORS//CONCRETE CORES//POST INSTALLED |
| 7 | 0.0000064083 | ACOUSTIC EMISSION//B VALUE ANALYSIS//RA VALUE |
| 8 | 0.0000057571 | ASPHALT MIXTURE//ASPHALT CONCRETE//PERMEABLE FRICTION COURSE |
| 9 | 0.0000056228 | DAM RESERVOIR FOUNDATION INTERACTION//CONCRETE GRAVITY DAMS//DAM RESERVOIR INTERACTION |
| 10 | 0.0000056054 | INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES//ROCK MECHANICS AND ROCK ENGINEERING//SLIDING CRACK MODEL |