Tool for analysis of early age transverse cracking of composite bridge decks.
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Tool for analysis of early age transverse cracking of composite bridge decks.

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    • Abstract:
      "Executive Summary: Computational methods and associated software were developed

      to compute stresses in HP concrete composite bridge decks due to temperature, shrinkage, and

      vehicle loading. The structural analysis program uses a layered finite element model. Before

      running the structural analysis code, layer-by-layer time history temperatures due to hydration

      heat are computed using a thermal finite element analysis program. Nodal coordinates for the

      thermal finite element analysis are generated from the layer thicknesses of the structural analysis

      finite element model. Autogeneous shrinkage, drying shrinkage, and stress relaxation due to

      creep are taken into account using models based on HP concrete test data. The software

      computes time-history residual stresses for 28 days. After 28 days an HS25 vehicle load is

      additionally applied. Longitudinal stress levels are printed layer by layer for comparison with the

      modulus of rupture and assessment of cracking. A composite bridge specimen was built in the

      structures testing lab in Clarkson University with thermocouple and strain gage instrumentation.

      After monitoring temperatures and strains for 28 days, the test specimen was loaded by a

      concentrated load applied by universal testing machine. Cracking under loading was observed

      and monitored. Software predictions were compared with test data. A one-day training course

      was conducted in Albany for NYSDOT engineers on August 3, 2011 to communicate the

      research findings and recommendations as well as provide training for the use of the developed

      software.

      This report is organized into seven parts. Each part number is associated with the corresponding

      task number."

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