Calibration of AASHTO LRFD Concrete Bridge Design Specifications for Serviceability (2014) / Chapter Skim
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List of Tables Table G-1 Fatigue Data for Plain Concrete in Compression [1]
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G Definitions: f_min = Minimum stress (ksi) f'c = Concrete compressive strength (ksi)
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S_max/f'c S_min (ksi)
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S_max/f'c S_min (ksi)
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Table G-2 Concrete Fatigue Data for Reinforced Concrete [2, 3, 4, 5] f_min Sr N Reference No.
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f_min Sr N Reference No. Notes/Specimen No.
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f_min Sr N Reference No. Notes/Specimen No.
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f_min Sr N Reference No. Notes/Specimen No.
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f_min Sr N Reference No. Notes/Specimen No.
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f_min Sr N Reference No. Notes/Specimen No.
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Normal probability plots for fatigue resistance data Figure G-1 Normal probability plot of fatigue resistance data for steel reinforcement in tension Figure G-2 Normal probability plot of truncated fatigue resistance data with best fit line for steel reinforcement in tension -3 -2 -1 0 1 2 3 0 1000 2000 3000 4000 5000 6000 7000 8000 REINFORCEMENT IN TENSION y = 0.0011x - 3.6898 -3 -2 -1 0 1 2 3 0 1000 2000 3000 4000 5000 6000 7000 8000 REINFORCEMENT IN TENSION TRUNCATED G-12
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Figure G-3 Normal probability plot of fatigue resistance data for concrete in compression Figure G-4 Normal probability plot of truncated fatigue resistance data with best fit line for concrete in compression -3 -2 -1 0 1 2 3 0 50 100 150 200 250 300 350 400 450 500 Concrete in Compression y = 0.0085x - 2.2128 -3 -2 -1 0 1 2 3 0 50 100 150 200 250 300 350 400 450 500 Concrete in Compression truncated G-13
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References Fisher, J
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