Large-diameter pipe subjected to landslide loads

Journal of Pipeline Systems Engineering and Practice

Volumn 3, Issue 1, 2011, Pages 1-7

  Kinash, Oleh ^a   Najafi, Mohammad ^b  

^a Indiana University Purdue University Indianapolis   (United States)

^b UNIVERSITY OF TEXAS AT ARLINGTON   (United States)

Author keywords

Bending moment; Combined loads; Elastic plastic deformation; Landslide; Pipeline; Stress strain assessment

Indexed keywords

COMBINED LOADS; CROSS SECTION; CYLINDRICAL PIPES; ELASTIC-PLASTIC DEFORMATION; EXTERNAL LOADS; FLEXURAL RIGIDITIES; INTERNAL PRESSURE; LARGE-DIAMETER; LINEAR DEPENDENCE; LOAD FACTORS; LONGITUDINAL FORCE; MEMBRANE THEORY; MITIGATION MEASURES; ONE DIMENSION; OVALIZATION; PIPELINE MATERIALS; PLASTIC ZONES; STRAIGHT PIPE; STRESS STRAIN STATE; STRESS-STRAIN; STRESS-STRAIN DIAGRAM; TENSILE TESTS; THIN-WALLED;

BENDING MOMENTS; ELASTIC DEFORMATION; ELASTICITY; LANDSLIDES; PIPELINES; STRESS-STRAIN CURVES; STRUCTURAL DESIGN; TENSILE TESTING;

PIPE;

EID: 84857778764     PISSN: 19491190     EISSN: 19491204     Source Type: Journal    
DOI: 10.1061/(ASCE)PS.1949-1204.0000091     Document Type: Article

References (16)

1. Nuclear power plant components. Boiler and Pressure Vessel Code, Section III, Division 1992, ASME ASME, New York.
2. Aynbinder A.B. Taska B. Dalton P. Nonlinear analysis method can improve pipeline design. Oil Gas J. 1996, 77-81. OIGJAV, 0030-1388.
3. Bay Y. Igland R. Moan T. Tube collapse under combined pressure, tension and bending. Mar. Struct. 1997, 10(5):389-410. 0951-8339, IOPEE7, 10.1016/S0951-8339(97)00003-8.
4. Bilobran B.S. Kinash O. Elastic-plastic state of thin-walled pipe under pressure in the process of bending with tension (compression). Strength Mater. 1998, 30(6):632-637. SMTLB5, 0039-2316, 10.1007/BF02523170.
5. Bilobran B.S. Kinash O. Elastic-plastic state of pipe with nonuniform thickness of the walls under combined loading. Strength Mater. 2002, 34(2):187-195. SMTLB5, 0039-2316, 10.1023/A:1015370728505.
6. Brazier L.G. On the flexure of thin cylindrical shells and other thin sections. Proc. R. Soc. 1927, 116(773):104-114. PRSAC4, 1471-2946, 10.1098/rspa.1927.0125.
7. Cheng D.H. Thailer H.J. On bending of curved circular tubes. J. Eng. Ind. 1970, 92(1):62-66. JEFIA8, 0022-0817, 10.1115/1.3427720.
8. Hauch S. Bai Y. Use of finite element analysis for local buckling design of pipelines. Proc., Offshore Mechanical and Arctic Engineering Conf. 1998 Ocean, Offshore and Arctic Engineering Division, ASME, Houston, TX.
9. Hauch S. Bai Y. Bending moment capacity of pipes. Proc., Offshore Mechanical and Arctic Engineering Conf. 1999 Ocean, Offshore and Arctic Engineering Division, ASME, Houston, TX.
10. Kinash O.B. Iseley T. Experimental investigation of stress-strain state of the thin-walled steel pipe subjected to combined load. Proc., ASCE Int. Pipeline Conf., Pipeline Asset Management: Maximizing Performance of our Pipeline Infrastructure 2008 ASCE, Reston, VA.
11. Kyriakides S. Ju G.T. Bifurcation and localization instabilities in cylindrical shells under bending-i-experiments. Int. J. Solids Struct. 1992, 29(9):1117-1142. IJSOAD, 0020-7683, 10.1016/0020-7683(92)90139-K.
12. Murray D.W. Local buckling, strain localization, wrinkling and post buckling response of line pipe. J. Eng. Struct 1997, 19(5):360-371. 0733-9445, 10.1016/S0141-0296(96)00096-X.
13. Reissner E. On finite bending of pressurized tubes. J. Appl. Mech. 1959, 26:386-392. JAMCAV, 0021-8936.
14. Rodabaugh E.C. George H.H. Effect of internal pressure on the flexibility and stress intensification factors of curved pipe or welding elbows. Trans. ASME 1957, 79:939-948. TASMAV, 0097-6822.
15. Vigness I. Elastic properties of curved tubes. Trans. ASME 1943, 65:105-120. TASMAV, 0097-6822.
16. Wood J.D. The flexure of uniformly pressurized, circular, cylindrical shell. J. App. Mech. 1958, 25:453-458. JAMCAV, 0021-8936.