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Design Model for Cracked Concrete Shells. Test Series 1.2: Large Panels. Reinforced Concrete Panels under Uniaxial Tension
An experimental study of concrete panels with orthogonal reinforcement nets subjected to longitudinal tension loading is described. A total of 9 specimens with dimensions 1.00x3.00x0.22 (m) have been tested. The amount and direction of the reinforcement were varied. The load-dependent deformation and cracking of the specimens are described in terms of cracking load, yield load, principle strains, crack spacing, crack widths etc. The results are compared with simplified analytical calculations. The experimental study is a part of the research program 'Design Model for Cracked Concrete Shells'.
Design Model for Cracked Concrete Shells. Test Series 1.2: Large Panels. Reinforced Concrete Panels under Uniaxial Tension
An experimental study of concrete panels with orthogonal reinforcement nets subjected to longitudinal tension loading is described. A total of 9 specimens with dimensions 1.00x3.00x0.22 (m) have been tested. The amount and direction of the reinforcement were varied. The load-dependent deformation and cracking of the specimens are described in terms of cracking load, yield load, principle strains, crack spacing, crack widths etc. The results are compared with simplified analytical calculations. The experimental study is a part of the research program 'Design Model for Cracked Concrete Shells'.
Design Model for Cracked Concrete Shells. Test Series 1.2: Large Panels. Reinforced Concrete Panels under Uniaxial Tension
E. Thorenfeldt (author) / A. Tomaszewicz (author)
1990
143 pages
Report
No indication
English
Construction Equipment, Materials, & Supplies , Civil Engineering , Ocean Sciences & Technology , Shells(Structural forms) , Panels , Reinforced concrete , Fracture mechanics , Axial loads , Offshore structures , Tension tests , Crack propagation , Mathematical models , Structural analysis , Design criteria , Marine engineering , Steels , Graphs(Charts) , Foreign technology
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