Numerical Assessment of Elbow Element Response Under Internal Pressure

Author:

Attia Saher1,Mohareb Magdi2,Martens Michael3,Yoosef-Ghodsi Nader4,Li Yong5,Adeeb Samer6

Affiliation:

1. Department of Structural Engineering, Cairo University, Giza 12613, Egypt; Donadeo Innovation Centre of Engineering, University of Alberta, 9211 116 Street NW, Edmonton AB T6G 1H9, Canada

2. Department of Civil Engineering, University of Ottawa, Ottawa, ON KIN 6N5, Canada

3. TransCanada Pipelines Ltd., 450 1 Street SW, Calgary, AB T2P 5H1, Canada

4. Enbridge Pipelines Inc., 10175 101 Street NW, Edmonton, AB T5J 0H3, Canada

5. Donadeo Innovation Centre of Engineering, University of Alberta, 9211 116 Street NW, Edmonton AB T6G 1H9, Canada

6. Donadeo Innovation Centre of Engineering, University of Alberta, 9211 116 Street NW, Edmonton, AB T6G 1H9

Abstract

Abstract This study presents a detailed assessment for the response of elbow elements in ABAQUS under internal pressure. Two main cases are considered: (1) a standalone 90 deg pipe bend, which was analyzed using both elastic and elasto-plastic material characterizations using shell and elbow elements; and (2) a geometrically nonlinear analysis with a materially elastic characterization of a piping system was conducting using shell, elbow, and pipe elements. Although the results show the capabilities of elbow elements to simulate the response of pipe bends in the elastic regime, the elements do not provide reliable predictions beyond the elastic range. Additionally, an assessment of the ASME B16.49 2017 elbow thickness equation and previously published stress estimate equations was carried out by comparisons with elbow and shell elements predictions.

Funder

Natural Sciences and Engineering Research Council of Canada

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Safety, Risk, Reliability and Quality

Reference17 articles.

1. Ueber Die Formanderung Dumnwandiger Rohre, Innsbesondere Federnder Ausgleichrohre;Z. Ver. Deut. Ing.,1911

2. Elastic Properties of Curved Tubes;J. Appl. Mech.,1943

3. Lower Bound Limit Analysis of Curved Tubes Loaded by Combined Internal Pressure and In-Plane Bending Moment,1978

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