Creep induced contact and stress evolution in thin-walled pipe liners

Thin-Walled Structures

Volumn 39, Issue 11, 2001, Pages 939-959

  Zhu, Meihuan ^a   Hall, David E ^a  

^a Louisiana Tech University   (United States)

Author keywords

Buckling; Contact; Creep; Host pipe; Liner; Thin walled

Indexed keywords

BENDING STRENGTH; BUCKLING; COMPRESSION TESTING; COMPUTER SIMULATION; CREEP; FINITE ELEMENT METHOD; PIPE LININGS; STRESS ANALYSIS;

THIN-WALLED PIPE LINERS;

THIN WALLED STRUCTURES;

EID: 0035501538     PISSN: 02638231     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0263-8231(01)00019-2     Document Type: Article

References (22)

1. Elastic buckling of cylindrical pipe linings with small imperfections subject to external pressure
2. Buckling of soil-surrounded tubes
3. Shrink buckling of thin circular rings
4. Parametric study for buckling of liners: Effect of liner geometry and imperfections
5. Behavior of liners for rigid pipeline under external water pressure and thermal expansion
6. Structural analysis of sewer linings
7. Statistical analysis and implications of test data from long-term structural behaviour of pipeline rehabilitation systems
8. A simplified method for predicting creep collapse of a tube under external pressure
9. Creep buckling of cylindrical shells under external lateral pressure
10. Buckling experiments for CIPP liners installed in ovalized host pipes
11. Creep buckling of thin-walled polymeric pipe linings subject to external groundwater pressure
12. 26-year creep and recovery of poly and polyethylene
13. Long-term moduli values of pipeliner materials