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A platform for research: civil engineering, architecture and urbanism
High Strength Concrete Phase 3. SP5: Fatigue Report 5.1. Fatigue in Compression under Stress Gradients
;Partial Contents: Stress-Strain Curves for Statically Tested 75x125 mm Prisms of ND95 Concrete; Stress-Strain Curves for Statically Tested 150x250 mm Prisms of LWA75 Concrete; Strain Development for Cyclically Tested 150x250 mm Prisms of ND95 Concrete; Loading Diagrams for Cyclically Tested 75x125 mm Prisms of ND95 Concrete; Loading Diagrams for Cyclically Tested 125x375 mm Prisms of ND95 Concrete; Photos of the 150x250 mm Prisms of ND95 Concrete after Failure; Photos of the 150x250 mm Prisms of LWA75 Concrete after Failure; Comparison between Stress Distribution Obtained with the Model Using Curve 2 and Stress Distribution Calculated on the Assumption of Linear Theory; and The Development of the Secant Stiffness in the Cyclic Centric Test.
High Strength Concrete Phase 3. SP5: Fatigue Report 5.1. Fatigue in Compression under Stress Gradients
;Partial Contents: Stress-Strain Curves for Statically Tested 75x125 mm Prisms of ND95 Concrete; Stress-Strain Curves for Statically Tested 150x250 mm Prisms of LWA75 Concrete; Strain Development for Cyclically Tested 150x250 mm Prisms of ND95 Concrete; Loading Diagrams for Cyclically Tested 75x125 mm Prisms of ND95 Concrete; Loading Diagrams for Cyclically Tested 125x375 mm Prisms of ND95 Concrete; Photos of the 150x250 mm Prisms of ND95 Concrete after Failure; Photos of the 150x250 mm Prisms of LWA75 Concrete after Failure; Comparison between Stress Distribution Obtained with the Model Using Curve 2 and Stress Distribution Calculated on the Assumption of Linear Theory; and The Development of the Secant Stiffness in the Cyclic Centric Test.
High Strength Concrete Phase 3. SP5: Fatigue Report 5.1. Fatigue in Compression under Stress Gradients
H. Stemland (author) / S. Rosseland (author) / G. Petkovic (author)
1995
97 pages
Report
No indication
English