Elastoplastic state of a thin-walled pipe under pressure in the process of bending with tension (Compression)

Strength of Materials

Volumn 30, Issue 6, 1998, Pages 632-637

  Bilobran, B S ^a   Kinash, O B ^a  

^a LVIV POLYTECHNIC NATIONAL UNIVERSITY   (Ukraine)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTATIONAL PROCEDURES; DEFORMATION THEORY OF PLASTICITIES; ELASTO-PLASTIC; LONGITUDINAL FORCE; LONGITUDINAL STRESS; NUMERICAL CALCULATION; NUMERICAL EXAMPLE; ONE-DIMENSIONAL PROBLEM;

PIPELINES; THIN WALLED STRUCTURES;

ELASTOPLASTICITY;

EID: 70349397220     PISSN: 00392316     EISSN: 15739325     Source Type: Journal    
DOI: 10.1007/BF02523170     Document Type: Article

References (4)

1. A. B. Ainbinder,Strength and Stability Analysis of Main and Field Pipelines. A Handbook [in Russian], Nedra, Moscow (1991).
2. B. S. Bilobran, "Elastoplastic state of a thin-walled pipe,"Izv. Vyssh. Uchebn. Zaved., Mashinostr., No. 8, 17-21 (1978).
3. G. S. Pisarenko and N. S. Mozharovskii,Equations and Boundary-Value Problems of the Theory of Plasticity and Creep. A Handbook [in Russian], Naukova Dumka, Kiev (1981).
4. B. S. Bilobran, "Bending moment and residual curvature under conditions of plastic bending of thin-walled pipes,"Kuznech.-Shtampov. Proizv., No. 8, 18-21 (1965).