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A simplified axial-shear-flexure interaction approach for load and displacement capacity of reinforced concrete columns

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Academic year: 2021

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Figure

Fig. 1 provides a conceptual illustration of the ASFI approach. The figure shows that  the flexural deformation/crack interacts with the shear deformation/crack at the centroid  of the section in the axial direction; the flexure deformation results in an i
Fig. 2 Axial-shear-flexure interactions in ASFI method
Fig. 3 A reinforced concrete column subjected to shear and axial Loads; a) Concrete  principal compression stress pattern, b) Cross section, and c) Stress blocks and strains at
Table 1 Material property of the test specimens
+2

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