Research

Research in steel construction

Research work from the period as research associates at the University of Stuttgart has flowed into European rules and shapes today's engineering work.

Buckling of plated steel structures

Bridge and building engineering, EN 1993-1-5

  • Buckling of plates under multiaxial stresses (2014-2017, DASt/AiF).
  • OPTIBRI - Optimal use of high-strength steel grades (2014-2017, RFCS).
  • OUTBURST - Optimization of steel plated bridges (2016-2019, RFCS).
  • Buckling investigations on the Thulba valley bridge (2017-2019).
  • Longitudinally stiffened panels under multiaxial stresses (2018-2021, DASt/AiF).
  • Recalculation of existing steel and composite bridges (2023-2024).

Methods and results for EN 1993-1-5

  • Large-scale tests, validated FE models, parameter studies and statistical evaluations.
  • Extension of the effective-width method to non-rectangular panels up to 17.5 degrees.
  • Interpolation between plate-like and column-like behaviour including the torsional stiffness of longitudinal stiffeners.
  • Approaches for biaxial compression, tension/compression interaction, patch loading and imperfections outside EN 1090-2.

Load-bearing and design models for steel sheet piles

EN 1993-5, Piling

  • Industrial research on local resistance of slender intermediate sheets in combined steel sheet-pile walls (2017-2019).
  • Optimised design of combined steel sheet-pile walls for the driving process and final state (2018-2021, AiF 19937 / FOSTA P1327).
  • Three-dimensional load-bearing behaviour of combined steel sheet-pile walls (2021-2024, AiF 21438 / FOSTA P1480).
  • Recalculation of existing quay walls using partial-plastic load-bearing reserves (2022-2023).
  • New resistance models for Z-piles, buckling lengths and critical moments of embedded H-bearing piles, torsional stiffness of partly welded double bearing piles and variable compression distributions.

View publications

The research and standardisation work is documented in publications and committee activities.

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