J-R curves from circumferentially through-wallcracked pipe tests subjected to combined bending and tension — Part II: Experimental and analytical validation

Journal of Pressure Vessel Technology, Transactions of the ASME

Volumn 120, Issue 4, 1998, Pages 412-417

  Miura, N ^a   Wilkowski, G M ^b  

^a CENTRAL RESEARCH INSTITUTE OF ELECTRIC POWER INDUSTRY   (Japan)

^b ENGINEERING MECHANICS CORPORATION OF COLUMBUS   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING (DEFORMATION); CARBON STEEL; CRACKS; FINITE ELEMENT METHOD; INTEGRAL EQUATIONS; PRESSURE EFFECTS; STAINLESS STEEL; TENSILE TESTING;

CIRCUMFERENTIALLY THROUGH-WALL-CRACKED PIPE TESTS; J-R CURVES;

STEEL PIPE;

EID: 0032207628     PISSN: 00949930     EISSN: 15288978     Source Type: Journal    
DOI: 10.1115/1.2842352     Document Type: Article

References (7)

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2. Kaiser, S., 1985, “An Extension of Tearing Instability Theory to Multiple Loading Parameters,” International Journal of Fracture, Vol. 29, pp. 85-99.
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