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CREEP ANALYSIS OF STEEL-CONCRETE COMPOSITE BEAMS USING GENERALIZED BEAM THEORY

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Academic year: 2019

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Figure 1: Steel-concrete composite beam (a) cross-section geometry, (b) wall mid-lines and boundary  conditions, and (c) cross-section deformation modes
Table 1: Coefficients of the series expansion of the creep function.
Fig. 4 displays the evolution of the mid-span displacement with time, obtained with (i) five  GBT-based finite elements and 14 time steps, and (ii) the shell finite element model
Figure 5: Mid-span longitudinal strains in the concrete slab mid-line.

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