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A platform for research: civil engineering, architecture and urbanism
Design Model for Cracked Concrete Shells. Test Series 2: Slabs. Concrete Slabs with Skew Reinforcement
An experimental study of concrete slabs with orthogonal reinforcement nets as tension reinforcement subjected to bending moment is described. Three slabs with dimensions 1.10x3.80x0.35 (m) and main reinforcement angle 0.45 and 18 degrees have been tested. The behavior of the specimens is described in terms of cracking moment, yield moment, principle strains and curvature, deflection, twisting, crack spacing, crack widths, etc. The observed behavior is compared with simplified analytical calculations and previous test series with tensioned panels with similar reinforcement systems. The experimental study is a part of the research program 'Design Model for Cracked Concrete Shells'.
Design Model for Cracked Concrete Shells. Test Series 2: Slabs. Concrete Slabs with Skew Reinforcement
An experimental study of concrete slabs with orthogonal reinforcement nets as tension reinforcement subjected to bending moment is described. Three slabs with dimensions 1.10x3.80x0.35 (m) and main reinforcement angle 0.45 and 18 degrees have been tested. The behavior of the specimens is described in terms of cracking moment, yield moment, principle strains and curvature, deflection, twisting, crack spacing, crack widths, etc. The observed behavior is compared with simplified analytical calculations and previous test series with tensioned panels with similar reinforcement systems. The experimental study is a part of the research program 'Design Model for Cracked Concrete Shells'.
Design Model for Cracked Concrete Shells. Test Series 2: Slabs. Concrete Slabs with Skew Reinforcement
E. Thorenfeldt (author) / A. Tomaszewicz (author)
1990
132 pages
Report
No indication
English
Construction Equipment, Materials, & Supplies , Construction Materials, Components, & Equipment , Concrete slabs , Concrete durability , Reinforced concrete , Fatigue tests , Cracking(Fracturing) , Fatigue(Materials) , Shells(Structural forms) , Deflection , Crack propagation , Torsion tests , Mechanical properties , Foreign technology
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