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Reactive Powder Concrete (RPC) is a new generation of Ultra High Performance Concrete, which provides a combination of ductility, durability and high strength. RPC is a fiber reinforced, superplasticized, silica fume – cement system with improved homogeneity because ordinary coarse aggregate are replaced by very fine quartz sand (0.15-0.6mm). One of the primary benefits of RPC is that it can exhibit significant tensile strength and toughness. RPC requires mechanical models capable of taking tensile behavior into account for structural application to enable the material to be fully exploited. This study involves experimental and theoretical contribution to the understanding of the tensile and bending behavior of RPC. Some mechanical properties of RPC which are particularly required as input data for structural design were investigated. A simple and accurate equation for prediction of nominal bending moment capacity of plain and singly reinforced rectangular RPC sections is derived which shows good agreement with the flexural test results performed in the present research and some previous investigations on RPC beams.
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B.Sc. 1981, University of Technology, Building and Construction Dept.M.Sc. 1989, Structural Engineering, University of Technology, Buildingand Construction Dept. Ph.D. 2006 , Building Material Engineering,University of Technology, Building and Construction Dept. Asst. Prof. inUniversity of Technology, Building and Construction Dept.
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- PublisherLAP LAMBERT Academic Publishing
- Publication date2014
- ISBN 10 3659107743
- ISBN 13 9783659107740
- BindingPaperback
- Number of pages152
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Book Description Taschenbuch. Condition: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -Reactive Powder Concrete (RPC) is a new generation of Ultra High Performance Concrete, which provides a combination of ductility, durability and high strength. RPC is a fiber reinforced, superplasticized, silica fume - cement system with improved homogeneity because ordinary coarse aggregate are replaced by very fine quartz sand (0.15-0.6mm). One of the primary benefits of RPC is that it can exhibit significant tensile strength and toughness. RPC requires mechanical models capable of taking tensile behavior into account for structural application to enable the material to be fully exploited. This study involves experimental and theoretical contribution to the understanding of the tensile and bending behavior of RPC. Some mechanical properties of RPC which are particularly required as input data for structural design were investigated. A simple and accurate equation for prediction of nominal bending moment capacity of plain and singly reinforced rectangular RPC sections is derived which shows good agreement with the flexural test results performed in the present research and some previous investigations on RPC beams. 152 pp. Englisch. Seller Inventory # 9783659107740
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Book Description Taschenbuch. Condition: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Reactive Powder Concrete (RPC) is a new generation of Ultra High Performance Concrete, which provides a combination of ductility, durability and high strength. RPC is a fiber reinforced, superplasticized, silica fume - cement system with improved homogeneity because ordinary coarse aggregate are replaced by very fine quartz sand (0.15-0.6mm). One of the primary benefits of RPC is that it can exhibit significant tensile strength and toughness. RPC requires mechanical models capable of taking tensile behavior into account for structural application to enable the material to be fully exploited. This study involves experimental and theoretical contribution to the understanding of the tensile and bending behavior of RPC. Some mechanical properties of RPC which are particularly required as input data for structural design were investigated. A simple and accurate equation for prediction of nominal bending moment capacity of plain and singly reinforced rectangular RPC sections is derived which shows good agreement with the flexural test results performed in the present research and some previous investigations on RPC beams. Seller Inventory # 9783659107740
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Book Description Condition: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Khalil WasanB.Sc. 1981, University of Technology, Building and Construction Dept.M.Sc. 1989, Structural Engineering, University of Technology, Buildingand Construction Dept. Ph.D. 2006 , Building Material Engineering,University of Te. Seller Inventory # 5131835
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