sae 10015 hose in prestressed concrete structures

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Abstract: The paper discusses the use of mixed Eulerian-Lagrangian in the analysis of post-tensioned prestressed concrete bridge girder. The hose of the tendon is in stick condition with the surrounding concrete while the tendon in slip condition with the hose.

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212 FULL-SCALE LOAD TESTING OF STRUCTURES Society of Automotive Engineers (SAE), 34 Soft woods, 46 Soil anchors, 11 Space truss, 21 Spalling of concrete, 10, 95 Species, 46 Stadium, 9 Steel frames, models of, 35 Steel, structural, 29, 195 143

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8/11/2010· ACI 318-11 requires that the design of prestressed concrete meers allow for prestress loss; however, the required level of detail for calculating losses is unspecified. The friction loss provisions for post-tensioned construction that first appeared in ACI 318-63

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anticipated in concrete structures where accurately measured values are below 10,000 ohm cm.Further, if resistivity values fall below 5,000 ohm-cm, corrosion must be anticipated at a much earlier period (possibly within 5 years) in the life of a structure.

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The test evaluates the joint system''s resistance to heat and, in some instances, to a hose stream, while carrying an applied load if the assely is load bearing. The method of testing also includes optional air leakage tests to determine the rate of air leakage through joint systems resulting from a specified air pressure difference applied across the surface of the joint systems.

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PRESTRESSED CONCRETE UNIT (I SECTION) 618-00X-XX SANITARY SEWER - METER BOX, VAULT 604-50X-XX PRESTRESSED CONCRETE UNIT (SINGLE T SECTION) 618-020-XX SAWDUST FILL (CIP) 203-008-10 PRESTRESSED CONCRETE UNIT, SLAB, GIRDER, PLACE, RESET 618-100-XX SAWING CONCRETE (2-10 INCH) 202-050-XX

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C301, Prestressed Concrete Pressure Pipe, Steel-Cylinder Type. C302, Reinforced Concrete Pressure Pipe, No-Cylinder Type. Valves and Hydrants C500, Metal-Seated Gate Valves for Water Supply Service (Includes Addendum C500a-95).