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Stability of trusses by graphic statics
Allan McRobie1, Cameron Millar1, William F Baker2
1Cambridge University Engineering Department, Trumpington St, Cambridge CB2 1PZ, UK.
Royal Society Open Science
|June 11, 2021
Summary
This study introduces a graphical method to assess the stiffness and stability of prestressed trusses. It utilizes a unified diagram to calculate rotational stiffness and overall prestress stability for various truss structures.
Area of Science:
- Structural Mechanics
- Mechanical Engineering
- Computational Geometry
Background:
- Prestressed trusses with kinematic freedoms require robust methods for stability analysis.
- Existing methods for assessing truss stiffness and stability can be complex and computationally intensive.
- Understanding the contribution of axial forces to rotational stiffness is crucial for structural integrity.
Purpose of the Study:
- To present a novel graphical method for determining the linearized stiffness and stability of prestressed trusses.
- To unify reciprocal form and force diagrams into a Maxwell-Minkowski diagram for analysis.
- To generalize the method for two-dimensional (out-of-plane) and three-dimensional truss systems.
Main Methods:
- Development of a graphical approach using rectangular areas in a unified Maxwell-Minkowski diagram.
- Calculation of rotational stiffness as the product of bar tension and bar length.
- Assessment of prestress stability through a weighted sum of these rectangular areas.
Main Results:
- The graphical method effectively determines linearized stiffness and stability for prestressed trusses.
- Rectangular areas in the Maxwell-Minkowski diagram represent bar rotational stiffness due to axial force.
- The method provides a clear graphical representation of 'product forces' for stability assessment.
Conclusions:
- The proposed graphical method offers an intuitive and efficient way to analyze prestressed truss stability.
- This approach simplifies the assessment of complex truss behavior, including kinematic freedoms.
- The generalization to 2D and 3D trusses enhances its applicability in structural engineering.
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