Bayesian prediction of flexural capacity for corroded precast slabs strengthened with UHPC overlays

Description

Data, Code, and Methods for "Bayesian prediction of flexural capacity for corroded precast slabs strengthened with UHPC overlays".

Steps to reproduce

This study first calibrates a finite element model using experimental results and subsequently constructs a simulated test database covering multiple corrosion levels and parameter combinations based on the validated model. Building upon this database, a two‑stage least‑squares–MCMC Bayesian inference framework is developed to enable efficient probabilistic prediction of the flexural capacity of UHPC‑strengthened corroded precast slabs under limited experimental data.

Institutions

• Changsha University of Science and Technology

  Hunan, Changsha

Categories

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