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Author
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Martin Forman
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University
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CTU | Faculty of Civil Engineering, Czech Republic
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Design Study and Selection
Based on a comparison of five different design concepts, an integrated parapet structure made of post-tensioned concrete was selected as the most suitable. The absence of bearings and bridge abutments minimizes maintenance requirements. The comparative study demonstrated that plain reinforced concrete is unsuitable in terms of deformation for the given geometry and technologically unfeasible due to the extreme density of the reinforcement—post-tensioning thus proved to be a necessary element of the structure.
Structural Analysis and Optimization
The main part of the thesis consists of a detailed structural analysis of the selected variant and the design of the prestressing system in RFEM 6 using the Tendons module, modal analysis, and nonlinear material behavior. The substructure was optimized by replacing the originally considered piles with micropiles, taking into account the rocky subsoil. The result is a comprehensively designed, reliable, and fully integrated footbridge structure.
Student thesis selected for the Dlubal Talent CTU 2026 competition