Abstract: The main causes of nonlinearity are the large deformations attained to a structural member which is related to the geometrical shape of that member. This is called geometric nonlinearity whilst the other nonlinearity is due to material behavior under load application. In this study a submarine pipelines are taken into considerately. The two mentioned nonlinearities are facing workers in structural pipeline analysis. The present paper focuses on the effect of material nonlinearity. It was tested though the use of OFFPIPE famous software. The effect of material nonlinearity was studied through the obtained bending moments, deflections and stresses when the pipe exposed to depth variation, diameter variation, tension variation and th...
In this article, a model for the determination of displacements, deformations and tensions of a subm...
When a cylindrical shell buckles under hydrostatic pressure, the buckling propagates along the pipe,...
A subsea pipeline laid onto a flat seabed will buckle laterally from a combination of pressure and t...
An arbitrary attempt has been made to classify and discuss some non-linearity aspects related to des...
In this thesis, a method for determining the shape of an underwater pipeline suspended under tension...
Submarine pipelines are prone to developing flaws, such as ellipticity and depression during the man...
One of the most important problems in deep water pipelaying consists in the analysis of the configur...
AbstractThis paper presents a nonlinear mathematical model for predicting stresses in a submarine pi...
The design of many submarine pipelines, especially for operating in deep water, relies on accurate t...
Subsea pipelines and PIP systems experience large bending moments during installation and operation....
It is well known that the design of submarine pipelines relies on accurate test results for the loca...
Buried pipeline networks play a vital role in the transportation of oil and natural gas from centers...
In this article, a model for the determination of displacements, strains, and stresses of a submarin...
Buckling and collapse are important failure modes for laying and operating conditions in a subsea po...
An analytical procedure is developed in this thesis for the bending of pipes under tension using a n...
In this article, a model for the determination of displacements, deformations and tensions of a subm...
When a cylindrical shell buckles under hydrostatic pressure, the buckling propagates along the pipe,...
A subsea pipeline laid onto a flat seabed will buckle laterally from a combination of pressure and t...
An arbitrary attempt has been made to classify and discuss some non-linearity aspects related to des...
In this thesis, a method for determining the shape of an underwater pipeline suspended under tension...
Submarine pipelines are prone to developing flaws, such as ellipticity and depression during the man...
One of the most important problems in deep water pipelaying consists in the analysis of the configur...
AbstractThis paper presents a nonlinear mathematical model for predicting stresses in a submarine pi...
The design of many submarine pipelines, especially for operating in deep water, relies on accurate t...
Subsea pipelines and PIP systems experience large bending moments during installation and operation....
It is well known that the design of submarine pipelines relies on accurate test results for the loca...
Buried pipeline networks play a vital role in the transportation of oil and natural gas from centers...
In this article, a model for the determination of displacements, strains, and stresses of a submarin...
Buckling and collapse are important failure modes for laying and operating conditions in a subsea po...
An analytical procedure is developed in this thesis for the bending of pipes under tension using a n...
In this article, a model for the determination of displacements, deformations and tensions of a subm...
When a cylindrical shell buckles under hydrostatic pressure, the buckling propagates along the pipe,...
A subsea pipeline laid onto a flat seabed will buckle laterally from a combination of pressure and t...