This paper presents a model to estimate leak in axially cracked pressurized pipe. The pipe is modeled based on the theory of beams with elastic constraints. The effectiveness of the proposed model is assessed by comparing its predictions with those obtained with a 3D finite element analysis.

S. de Miranda, L. Molari, G. Scalet, F. Ubertini (2010). Leakage evaluation in longitudinally cracked pressurized pipes. LONDON : Taylor & Francis Group.

Leakage evaluation in longitudinally cracked pressurized pipes

DE MIRANDA, STEFANO;MOLARI, LUISA;SCALET, GIULIA;UBERTINI, FRANCESCO
2010

Abstract

This paper presents a model to estimate leak in axially cracked pressurized pipe. The pipe is modeled based on the theory of beams with elastic constraints. The effectiveness of the proposed model is assessed by comparing its predictions with those obtained with a 3D finite element analysis.
2010
Advances and Trends in Structural Engineering, Mechanics and Computation
569
572
S. de Miranda, L. Molari, G. Scalet, F. Ubertini (2010). Leakage evaluation in longitudinally cracked pressurized pipes. LONDON : Taylor & Francis Group.
S. de Miranda; L. Molari; G. Scalet; F. Ubertini
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11585/98060
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