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Effect of geometrical properties on strength of externally prestressed steel–concrete composite beams

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Figure

Figure 3. Typical cross-section of externally prestressedcomposite beam
Table 2. Geometrical properties of sample beams for verification purposes (notation as defined in Figure 3)
Figure 4. Details, deformed shapes and loadstudied beam (all dimensions are in mm); (b) load–deflection results for beam VB1 (Saadatmanesh et al., 1989): (a) details of the first sample–deflection curve; (c) initial camber (cm); (d) at ultimate state (cm)
Figure 5. Details, deformed shapes and loadstudied beam (all dimensions are in mm); (b) load–deflection results for beam VB2 (Ayyub et al., 1990): (a) details of the second sample–deflection curve; (c) initial camber (cm); (d) at ultimate load (cm)
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