This study evaluates the shear behavior and capacity of the precast concrete box culverts subjected to HS 20 truck wheel load. The most critical culvert behavior was considered by studying culverts subjected to zero depth of the fill and placed on a rigid bedding material. Full-scale experimental tests, with wheel load placed at the most critical shear location, were conducted on 24 typical precast concrete box culverts designated as per ASTM C 1433- 05. The test results further indicated that flexure governed the behavior up to and beyond AASHTO 2005 factored load.Three-dimensional nonlinear finite element models (FEM) of the test specimens were developed and verified with the experimental results. The shear distribution width for each box was calculated. This was used to obtain the critical factored shear force for all the boxes which were then compared with the American Concrete Institute shear capacity equations. It was shown that the shear capacity exceeded the facored critical shear force for all the ASTM C1433-05 boxes. This study shows that the AASHTO 2005 provision with regard to the shear transfer device across the joint is unsupported.
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Vendeur : BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Allemagne
Taschenbuch. Etat : Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -This study evaluates the shear behavior and capacity of the precast concrete box culverts subjected to HS 20 truck wheel load. The most critical culvert behavior was considered by studying culverts subjected to zero depth of the fill and placed on a rigid bedding material. Full-scale experimental tests, with wheel load placed at the most critical shear location, were conducted on 24 typical precast concrete box culverts designated as per ASTM C 1433- 05. The test results further indicated that flexure governed the behavior up to and beyond AASHTO 2005 factored load.Three-dimensional nonlinear finite element models (FEM) of the test specimens were developed and verified with the experimental results. The shear distribution width for each box was calculated. This was used to obtain the critical factored shear force for all the boxes which were then compared with the American Concrete Institute shear capacity equations. It was shown that the shear capacity exceeded the facored critical shear force for all the ASTM C1433-05 boxes. This study shows that the AASHTO 2005 provision with regard to the shear transfer device across the joint is unsupported. 280 pp. Englisch. N° de réf. du vendeur 9783838306285
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Taschenbuch. Etat : Neu. Shear Behavior of Reinforced Concrete Box Culverts | In SI and Customary Units | Anil Garg | Taschenbuch | 280 S. | Englisch | 2010 | LAP LAMBERT Academic Publishing | EAN 9783838306285 | Verantwortliche Person für die EU: BoD - Books on Demand, In de Tarpen 42, 22848 Norderstedt, info[at]bod[dot]de | Anbieter: preigu. N° de réf. du vendeur 101496555
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Vendeur : buchversandmimpf2000, Emtmannsberg, BAYE, Allemagne
Taschenbuch. Etat : Neu. This item is printed on demand - Print on Demand Titel. Neuware -This study evaluates the shear behavior and capacity of the precast concrete box culverts subjected to HS 20 truck wheel load. The most critical culvert behavior was considered by studying culverts subjected to zero depth of the fill and placed on a rigid bedding material. Full-scale experimental tests, with wheel load placed at the most critical shear location, were conducted on 24 typical precast concrete box culverts designated as per ASTM C 1433- 05. The test results further indicated that flexure governed the behavior up to and beyond AASHTO 2005 factored load.Three-dimensional nonlinear finite element models (FEM) of the test specimens were developed and verified with the experimental results. The shear distribution width for each box was calculated. This was used to obtain the critical factored shear force for all the boxes which were then compared with the American Concrete Institute shear capacity equations. It was shown that the shear capacity exceeded the facored critical shear force for all the ASTM C1433-05 boxes. This study shows that the AASHTO 2005 provision with regard to the shear transfer device across the joint is unsupported.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 280 pp. Englisch. N° de réf. du vendeur 9783838306285
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Taschenbuch. Etat : Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - This study evaluates the shear behavior and capacity of the precast concrete box culverts subjected to HS 20 truck wheel load. The most critical culvert behavior was considered by studying culverts subjected to zero depth of the fill and placed on a rigid bedding material. Full-scale experimental tests, with wheel load placed at the most critical shear location, were conducted on 24 typical precast concrete box culverts designated as per ASTM C 1433- 05. The test results further indicated that flexure governed the behavior up to and beyond AASHTO 2005 factored load.Three-dimensional nonlinear finite element models (FEM) of the test specimens were developed and verified with the experimental results. The shear distribution width for each box was calculated. This was used to obtain the critical factored shear force for all the boxes which were then compared with the American Concrete Institute shear capacity equations. It was shown that the shear capacity exceeded the facored critical shear force for all the ASTM C1433-05 boxes. This study shows that the AASHTO 2005 provision with regard to the shear transfer device across the joint is unsupported. N° de réf. du vendeur 9783838306285
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Vendeur : Revaluation Books, Exeter, Royaume-Uni
Paperback. Etat : Brand New. 280 pages. 8.66x5.91x0.64 inches. In Stock. N° de réf. du vendeur 3838306287
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