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A platform for research: civil engineering, architecture and urbanism
Cyclic Behavior of Self-Consolidated Concrete
This reports highlights on the production of Self-Consolidating concrete using local materials from Las Vegas, Nevada. 4 SCC mixtures were worked on with 2 different levels of FA replacement and the inclusion of superplasticizers, ADVA 195 and V-MAR 3. The fresh properties tested of these mixtures are the flowability, passing ability and the stability. The mechanical properties were also ascertained and these comprised of the compressive strength, splitting tensile strength and the modulus of elasticity. The durability of the specimens produced from the mixtures was tested against chloride ion resistance, sulfate resistance and salt scaling. The effect of the concrete constituents on the results obtained from fresh and hardened properties are also discussed. Moreover, this report investigates the difference in the behavior of SCC and conventional concrete encased in fiber reinforced polymer tubes. The effect of fiber orientation on both strength and ductility of FRP confined concrete is discussed. Axial compression tests were performed under monotonic and cyclic conditions to determine the stress strain relationship of a self-consolidating concrete filled fiber tube with -45DG fibers. The test results obtained from the compression tests are presented and examined.
Cyclic Behavior of Self-Consolidated Concrete
This reports highlights on the production of Self-Consolidating concrete using local materials from Las Vegas, Nevada. 4 SCC mixtures were worked on with 2 different levels of FA replacement and the inclusion of superplasticizers, ADVA 195 and V-MAR 3. The fresh properties tested of these mixtures are the flowability, passing ability and the stability. The mechanical properties were also ascertained and these comprised of the compressive strength, splitting tensile strength and the modulus of elasticity. The durability of the specimens produced from the mixtures was tested against chloride ion resistance, sulfate resistance and salt scaling. The effect of the concrete constituents on the results obtained from fresh and hardened properties are also discussed. Moreover, this report investigates the difference in the behavior of SCC and conventional concrete encased in fiber reinforced polymer tubes. The effect of fiber orientation on both strength and ductility of FRP confined concrete is discussed. Axial compression tests were performed under monotonic and cyclic conditions to determine the stress strain relationship of a self-consolidating concrete filled fiber tube with -45DG fibers. The test results obtained from the compression tests are presented and examined.
Cyclic Behavior of Self-Consolidated Concrete
M ElGawady (author) / A Said (author) / P Shrestha (author) / K Nkuako (author)
2014
89 pages
Report
No indication
English
Ceramics, Refractories, & Glass , Materials Degradation & Fouling , Structural Analyses , Construction Management & Techniques , Construction Materials, Components, & Equipment , Construction Equipment, Materials, & Supplies , Highway Engineering , Concrete-Plastic Composites , Reinforced Concrete , Comparative Evaluations , Corrosion resistance , Feasibility studies , Materials testing , Seismic-rubberized concrete , Damping highway , Highway sound barrier walls , Sefl-Consolidating Concrete(SCC)
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