The optimal design of an arch girder of variable curvature and stiffness by means of control theory
From MaRDI portal
Publication:1721500
DOI10.1155/2018/8239464zbMath1427.74086OpenAlexW2906553430MaRDI QIDQ1721500
Dorota Jasińska, Dorota Kropiowska
Publication date: 8 February 2019
Published in: Mathematical Problems in Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1155/2018/8239464
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) PDEs in connection with mechanics of deformable solids (35Q74) Sensitivity analysis for optimization problems on manifolds (49Q12)
Related Items (2)
Shape optimization and stability analysis for Kiewitt spherical reticulated shell of triangular pyramid system ⋮ Differential formulation and numerical solution for elastic arches with variable curvature and tapered cross-sections
Uses Software
Cites Work
- How the Gateway Arch got its shape
- Direct approach to the minimization of the maximal stress over an arch structure
- Optimal arches shape for single-point-supported deck bridges
- Optimal arch shape solution under static vertical loads
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
This page was built for publication: The optimal design of an arch girder of variable curvature and stiffness by means of control theory