Research Article
Flexural Design and Analysis of Composite Beams with Inverted-T Steel Girder with Ultrahigh Performance Concrete Slab
Figure 9
Load-strain curves at bottom flange of steel girder. (a) Slab thickness, stud spacing (50 mm, 50 mm); (b) slab thickness, stud spacing (100 mm, 50 mm); (c) slab thickness, stud spacing (50 mm, 100 mm); (d) slab thickness, stud spacing (100 mm, 100 mm); (e) slab thickness, stud spacing (50 mm, 200 mm); (f) slab thickness, stud spacing (100 mm, 200 mm); (g) slab thickness, stud spacing (50 mm, 400 mm); (h) slab thickness, stud spacing (50 mm, 400 mm).
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