Modeling the Flexural Collapse of Thin-Walled Spirally Welded Tapered Tubes

Author:

Mahmoud Abdullah1ORCID,Torabian Shahabeddin2,Jay Angelina3,Mirzaie Fariborz3,Myers Andrew T.4,Smith Eric5,Schafer Benjamin W.6

Affiliation:

1. Graduate Research Assistant, Dept. of Civil Engineering, Johns Hopkins Univ., 17 Latrobe Hall, Baltimore, MD 21218 (corresponding author). ORCID: .

2. Assistant Professor, Dept. of Civil Engineering, Johns Hopkins Univ., 17 Latrobe Hall, Baltimore, MD 21218.

3. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Northeastern Univ., 360 Huntington Ave., Boston, MA 02115.

4. Assistant Professor, Dept. of Civil and Environmental Engineering, Northeastern Univ., 360 Huntington Ave., Boston, MA 02115.

5. CEO, Keystone Tower Systems, 10855 Dover St., Suite 700, Westminster, CO 80021.

6. Professor, Dept. of Civil Engineering, Johns Hopkins Univ., 208 Latrobe Hall, Baltimore, MD 21218.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference27 articles.

1. ABAQUS [Computer software]. Dassault Systèmes Simulia Johnston RI.

2. API (American Petroleum Institute). (2004). API-5L: Specification for line pipe Washington DC.

3. Theory of Shell Structures

4. Buckling strength verification of cantilevered cylindrical shells subjected to transverse load using Eurocode 3

5. Buckling behaviour of large steel cylinders with patterned welds

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