Flexural behavion of shallow cellular composite floor beams MARTI CARRERA COMAMALA 1436379
Flexural behavior of shallow cellular composite floor beams MARTÍ CARRERA COMAMALA 1436379
S.C.F.with Tie Bar Reinforcement Mesh reinforcement Tie member ●9 44 ☑ Steel deck Asymmetric steel beam Beff
S. C. F. with Tie Bar Reinforcement
Experimental Investigation Shiming Chen,Toi Limazie,Jianyao Tan 150 ○ 250 L1001170 305*6=1830 2100 (a)Specimens with circular web openings(SCSFBI and SCSFB2) 人R50 250 270 305*6=1830 2100 (b)Specimens with clothoidal web openings(SCSFB3 and SCSFB4)
Experimental Investigation Shiming Chen, Toi Limazie, Jianyao Tan
Experimental Investigation Shiming Chen,Toi Limazie,Jianyao Tan D8@200 Φ14 5Φ10@225 Φ8@200 014 50106@225 器 0 50 5015050 1000 1000 (a)Specimen SCSFB 1 (c)Specimen SCSFB 3 Φ8@200 6010@200 D14 6010@200 Φ14 08@200 0 50 25D 000 1000 (b)Specimen SCSFB 2 (d)Specimen SCSFB 4
Experimental Investigation Shiming Chen, Toi Limazie, Jianyao Tan
Experimental Investigation Results 400 300 350 250- 20. 200 200 (N>pEoI 150 100 -Beam SCSFB 1 ·-Baem SCSFB2 。-Beam SCSFB3 50 ◆Beam SCSFB4 20 40001020 140 0 406080 100120 Deflection (mm) Deflection(mm】 (a)Specimen SCSFB I and SCSFB 2 (b)Specimen SCSFB 3 and SCSFB 4
Experimental Investigation Results