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同济大学:《钢和混凝土组合结构设计原理与应用》课程教学资源(试卷习题)Flexural behavior of shallow cellular composite floor beams

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同济大学:《钢和混凝土组合结构设计原理与应用》课程教学资源(试卷习题)Flexural behavior of shallow cellular composite floor beams
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Flexural behavion of shallow cellular composite floor beams MARTI CARRERA COMAMALA 1436379

Flexural behavior of shallow cellular composite floor beams MARTÍ CARRERA COMAMALA 1436379

Composite Floor 5 Support beam Support beam

Composite Floor

Slim Floor

Slim Floor

Shallow Cellular Floor

Shallow Cellular Floor

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

Experimental Investigation Results n lo 00s Ste (mm) (a)Specimen SCSFBI (b)Specimen SCSFB2 二 (c)Specimen SCSFB 3 (d)Specimen SCSFB 4

Experimental Investigation Results

Experimental Investigation Results 0)o 10 1200 100 16000) (a)Specimen SCSFB I (b)Specimen SCSFB 2 1- Strin (gr) Ston (ue) (c)Specimen SCSFB 3 (d)Specimen SCSFB 4

Experimental Investigation Results

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