Tube bending calculator
![tube bending calculator tube bending calculator](https://design215.com/dcal/images/blog/square-vs-round-tubing-v1.2.png)
(tools listed by topic) (about the Pipeng Toolbox) ( Help Getting Started Opens in the Popup Work Book ) Links : ±ĬALCULATOR : ASME B31.3 Metal Pipe Diameter And Wall Thickness Schedule ±Ĭalculate ASME B31.3 metal pipe diameter, minimum wall thickness and pressure design thickness from pipe schedule or user defined diameter and wall thickness (ASME B31.3 section 304.1).
Tube bending calculator plus#
Use the tools in free basic mode with no login, or login to use the tools in free plus mode (with plots, tables, goal seek etc).
Tube bending calculator series#
To verify the analytical solution and its applicability limits, two numerical procedures were developed, which are based on the finite difference method and the reduction to the Kochi problem by the expansion of the unknowns in the Fourier series over the circumferential coordinate.
![tube bending calculator tube bending calculator](https://www.tecnocurve.com/wp-content/uploads/sites/4/2020/09/square-metal-tube-bent-1024x683.jpg)
For the flexibility factor, analytical solutions are presented in the case where a bend is approximated by a rigid restraint on both ends. Boundary conditions are formulated in terms of the tangential and longitudinal displacements and axial and shearing stress resultant. An approximate analytical solution, which has a trapezoidal structure and is written in terms of Krylov’s functions, has been obtained.
![tube bending calculator tube bending calculator](https://www.chiefdelphi.com/uploads/default/original/3X/9/f/9fd3c4d23383afd4c5a9007ad4d515976c730e2a.gif)
The method is based on the use of simplifying hypotheses and is reduced to the solution of a system of fourth-order differential equations along the axial coordinate with respect to unknown coefficients in the expansion for tangential displacements. The authors proposed an analytical method for the analysis of the end effect in a pipe bend loaded by a bending moment with consideration for the action of internal pressure.