Class information for:
Level 1: BUCKLE PROPAGATION//OVALIZATION//SANDWICH PIPES

Basic class information

ID Publications Average number
of references
Avg. shr. active
ref. in WoS
16710 575 19.7 32%



Bar chart of Publication_year

Last years might be incomplete

Classes in level above (level 2)



ID, lev.
above
Publications Label for level above
1827 5669 INTERNATIONAL JOURNAL OF PRESSURE VESSELS AND PIPING//JOURNAL OF PRESSURE VESSEL TECHNOLOGY-TRANSACTIONS OF THE ASME//SHAKEDOWN

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 BUCKLE PROPAGATION Author keyword 23 76% 3% 16
2 OVALIZATION Author keyword 19 56% 4% 23
3 SANDWICH PIPES Author keyword 15 88% 1% 7
4 CYCLIC BENDING Author keyword 11 40% 4% 22
5 PROPAGATING BUCKLES Author keyword 8 100% 1% 5
6 VISCOPLASTIC COLLAPSE Author keyword 8 100% 1% 5
7 MECH SOLIDS STRUCT MAT Address 7 19% 6% 32
8 CURVATURE RATE Author keyword 6 80% 1% 4
9 PRESSURISED PIPES Author keyword 6 71% 1% 5
10 BUCKLE ARRESTORS Author keyword 6 100% 1% 4

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 BUCKLE PROPAGATION 23 76% 3% 16 Search BUCKLE+PROPAGATION Search BUCKLE+PROPAGATION
2 OVALIZATION 19 56% 4% 23 Search OVALIZATION Search OVALIZATION
3 SANDWICH PIPES 15 88% 1% 7 Search SANDWICH+PIPES Search SANDWICH+PIPES
4 CYCLIC BENDING 11 40% 4% 22 Search CYCLIC+BENDING Search CYCLIC+BENDING
5 PROPAGATING BUCKLES 8 100% 1% 5 Search PROPAGATING+BUCKLES Search PROPAGATING+BUCKLES
6 VISCOPLASTIC COLLAPSE 8 100% 1% 5 Search VISCOPLASTIC+COLLAPSE Search VISCOPLASTIC+COLLAPSE
7 CURVATURE RATE 6 80% 1% 4 Search CURVATURE+RATE Search CURVATURE+RATE
8 PRESSURISED PIPES 6 71% 1% 5 Search PRESSURISED+PIPES Search PRESSURISED+PIPES
9 BUCKLE ARRESTORS 6 100% 1% 4 Search BUCKLE+ARRESTORS Search BUCKLE+ARRESTORS
10 PIPE IN PIPE 5 35% 2% 12 Search PIPE+IN+PIPE Search PIPE+IN+PIPE

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 BUCKLE PROPAGATION 30 84% 3% 16
2 LONG CYLINDRICAL SHELLS 26 100% 2% 11
3 TO THICKNESS RATIO 26 100% 2% 11
4 LOCALIZATION INSTABILITIES 23 54% 5% 30
5 CURVATURE RATE 20 100% 2% 9
6 LONG RADIAL INDENTATION 17 100% 1% 8
7 UNPRESSURISED PIPES 17 100% 1% 8
8 EXTERNAL PRESSURE 13 22% 9% 54
9 VISCOPLASTIC COLLAPSE 12 86% 1% 6
10 OPPOSED CONCENTRATED LOADS 8 100% 1% 5

Journals

Reviews



Title Publ. year Cit. Active
references
% act. ref.
to same field
PROPAGATING INSTABILITIES IN STRUCTURES 1994 16 23 48%
COLLISIONS AND DAMAGE OF OFFSHORE STRUCTURES - A STATE-OF-THE-ART 1985 8 9 22%

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 MECH SOLIDS STRUCT MAT 7 19% 5.6% 32
2 ART CRAFT 2 67% 0.3% 2
3 WRW 110 2 67% 0.3% 2
4 ARTS CRAFT 1 100% 0.3% 2
5 ESTRUTURAS 1 24% 0.7% 4
6 DISASTER FORECAST CONTROL ENGN 1 17% 0.9% 5
7 DYNAM PHOTO MECH 1 23% 0.5% 3
8 CHINA MINIST EDUC BLDG SAFETY ENERGY EF 1 50% 0.2% 1
9 CIVIL MUNICIPAL ENGN 1 50% 0.2% 1
10 INNOVAT DESIGN ENTREPRENEURSHIP MANAGEMENT 1 50% 0.2% 1

Related classes at same level (level 1)



Rank Relatedness score Related classes
1 0.0000247062 ROTARY DRAW BENDING//TUBE BENDING//NC BENDING
2 0.0000216930 RING ELEMENT//TORSION BEAM SUSPENSION//CURVED PIPES
3 0.0000182577 SHELL BUCKLING//KNOCK DOWN FACTOR//PFH
4 0.0000104297 UPLIFT RESPONSE//PERMANENT GROUND DEFORMATION//FAULT RUPTURE PROPAGATION
5 0.0000100875 COMPOSITE COLUMNS//ELLIPTICAL HOLLOW SECTIONS//CONCRETE FILLED STEEL TUBES
6 0.0000100335 SHIP COLLISION//FORCE DISPLACEMENT RESPONSE//MARINE STRUCTURES
7 0.0000094373 PROGRESSIVE CAVITY PUMP//EVEN THICKNESS//NONCONVEX BEHAVIOUR
8 0.0000090714 LEAK BEFORE BREAK//REFERENCE STRESS APPROACH//LIMIT LOAD
9 0.0000087204 SUBMARINE PRESSURE HULL//BARRELLED SHELL//EXTERNAL PRESSURE
10 0.0000080079 CAVITY PROFILE//LARGE DEFLECTION BENDING//CORRUGATED SHELLS