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# Sphinx build info version 1 | ||
# This file hashes the configuration used when building these files. When it is not found, a full rebuild will be done. | ||
config: eb000645d520b3679621072411d9113c | ||
tags: 645f666f9bcd5a90fca523b33c5a78b7 |
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References | ||
========== | ||
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.. [hodges1990mixed] D. H. Hodges. A mixed variational formulation based on exact intrinsic equations for dynamics of moving beams. International Journal of Solids and Structures, 26(11):1253-1273, 1990. | ||
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Conventions | ||
=========== | ||
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.. gebt documentation master file, created by | ||
sphinx-quickstart on Wed Nov 20 10:02:56 2024. | ||
You can adapt this file completely to your liking, but it should at least | ||
contain the root `toctree` directive. | ||
GEBT | ||
================== | ||
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GEBT (Geometrically Exact Beam Theory) is a code implementing the mixed variational formulation of the geometrically exact intrinsic beam theory developed by Prof. Hodges of Georgia Institute of Technology [hodges1990mixed]_, which captures all the geometrical nonlinearities obtainable by a beam model. | ||
It is a companion code of VABS, a general-purpose cross-sectional analysis tool, to enable efficient yet high-fidelity analysis of slender structures, whether they are made of composite materials or not. | ||
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For effective design space explorations, we need to simplify the original nonlinear three-dimensional (3D) analysis of slender structures into a two-dimensional (2D) cross-sectional analysis and a one-dimensional (1D) nonlinear beam analysis. | ||
This has been achieved using VABS along with GEBT. | ||
VABS takes a finite element mesh of the cross-section including all the details of geometry and material as inputs to calculate the sectional properties including structural and inertial properties. | ||
These properties are needed for GEBT to predict the global behavior of the slender structure. | ||
The 3D pointwise displacement/strain/stress distribution within the structure can also be recovered by providing outputs from GEBT into VABS. | ||
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Features | ||
-------- | ||
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GEBT adopts the mixed variational formulation of the geometrically exact beam theory of Prof. Hodges. | ||
It uses the lowest possible shape functions and the element matrices are calculated exactly without numerical integration. | ||
Since it is a mixed variational formulation, the complete set of variables can be directly calculated. | ||
For example, for static analysis, we can obtain three displacements, three rotations, three forces, and three moments. | ||
GEBT can treat an arbitrary assembly of beams made of arbitrary material and oriented arbitrarily in the 3D space. | ||
GEBT uses dynamic link libraries (DLLs) to encapsulate the analysis capability so that it has true plug-n-play capability which is convenient for integration into other environments. | ||
Now GEBT can be used both as a standalone application and a callable library. | ||
A GEBT manual for developers can be requested separately. | ||
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Functionalities | ||
--------------- | ||
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The most recent version of GEBT, GEBT 4.0, has the following functionalities: | ||
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1. Static, both linear and nonlinear, analysis of beam assemblies with straight and/or initially curved/twisted members under prescribed concentrated or distributed forces/moments or displacements/rotations. | ||
2. Static, both linear and nonlinear, analysis of beam assemblies with straight members and/or initially curved/twisted with linearly varying sectional properties. | ||
3. Static, nonlinear, analysis of beam assemblies with straight and/or initially curved/twisted members under prescribed distributed or concentrated follower forces/moments. | ||
4. Steady state of the dynamic response of beam assemblies with straight and/or initially curved/twisted members under prescribed distributed or concentrated dead or follower forces/moments. | ||
5. Transient dynamic response of beam assemblies with straight and/or initially curved/twisted members under prescribed distributed or concentrated dead or follower forces/moments. | ||
6. Sensitivities for the global beam responses for all the aforementioned analysis capabilities. | ||
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.. toctree:: | ||
:maxdepth: 2 | ||
:caption: Contents: | ||
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convention | ||
input | ||
output | ||
bib |
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Input Guide | ||
=========== | ||
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Output Guide | ||
============ | ||
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