Solid or shell finite elements to model thick cylindrical tubes and shells under global bending

AJ Sadowski, JM Rotter - International Journal of Mechanical Sciences, 2013 - Elsevier
This paper explores the use of solid continuum finite elements and shell finite elements in
the modelling of the nonlinear plastic buckling behaviour of cylindrical metal tubes and …

Influence of shape, size and location of cutouts on crashworthiness performance of aluminium conical frusta under quasi-static axial compression

M Kathiresan - Thin-Walled Structures, 2020 - Elsevier
The influences of different shape, size and number of lateral cutouts at various locations on
the load-bearing capacity, buckling behaviour and energy absorption (E abs) characteristics …

[HTML][HTML] Nonlinear stability of thin elastic cylinders of different length under global bending

JM Rotter, AJ Sadowski, L Chen - International Journal of Solids and …, 2014 - Elsevier
Many thin-walled cylindrical shells are used in structural applications in which the dominant
loading condition is global bending. Key examples include chimneys, wind turbine support …

Review of load-bearing capacity of dented pipes under typical loads

P Zhang, H Lan, X Dou, J Wang, S Zha - Engineering Failure Analysis, 2021 - Elsevier
Dent is a common geometric deformation defect on oil and gas pipelines. Compared with
plain dent, composite dent has a greater impact on the pipe's load-bearing capacity. There …

Numerical investigation of buckling behavior of dented lined pipe under bending

L Yuan, J Zhou, Z Yu, W Xu - International Journal of Pressure Vessels and …, 2023 - Elsevier
The mechanically lined pipe, which consists of a carbon steel carrier and a thin-walled
corrosion-resistant alloy liner, has proved to be a practical way to prevent the pipeline from …

Simulation and design of semi-compact elliptical hollow sections

X Meng, L Gardner - Engineering Structures, 2020 - Elsevier
Current structural steel design codes typically feature a step in the cross-sectional resistance
functions at the Class 2 slenderness limit due to the abrupt switch between elastic and fully …

Local buckling failure analysis of high strength pipelines containing a plain dent under bending moment

Y Shuai, DC Zhou, XH Wang, HG Yin, S Zhu, J Li… - Journal of Natural Gas …, 2020 - Elsevier
This work investigated the local buckling failure of high-strength and large-diameter
pipelines containing a dent under bending moment. An improved three-dimensional …

Strain ratcheting failure of dented steel submarine pipes under combined internal pressure and asymmetric inelastic cycling

M Ezzati, M Naghipour, M Zeinoddini, AP Zandi… - Ocean …, 2021 - Elsevier
This paper presents the results of an experimental study in which for the first time the
progressive inelastic deformation of high strength steel pressurized pipes with plain and …

Ultimate strain capacity assessment of local buckling of pipelines with kinked dents subjected to bending loads

J Wang, Y Shuai, R He, X Dou, P Zhang, C Feng - Thin-Walled Structures, 2021 - Elsevier
A dent is a typical defect found in oil and gas pipelines and poses a significant threat to their
safety and integrity. In this study, the buckling behavior and limit strain capacity of pipelines …

Cylindrical shells under uniform bending in the framework of Reference Resistance Design

J Wang, OK Fajuyitan, MA Orabi, JM Rotter… - … of Constructional Steel …, 2020 - Elsevier
The resistance of cylindrical shells and tubes under uniform bending has received
significant research attention in recent times, with a number of major projects aiming to …