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- W819773708 abstract "Standard light poles fabricated to California Department of Transportation standards were tested in fatigue. Comparative results were obtained from testing eight poles fabricated of ASTM A283 Grade D steel and six poles fabricated of ASTM A595 Grade A steel. The first six specimens of ASTM A283 had 45 deg fillet welds at the base of the arm and base of the pole while the ASTM A595 poles had unequal leg fillet welds. Since this difference in geometry affected the fatigue test results, two additional poles were fabricated and tested of ASTM A283 steel with unequal leg welds. The fatigue strength of the ASTM A283 poles with 45 deg fillet welds was below Category E' while the fatigue strength of ASTM A595 poles with unequal leg weld was equal to Category E'. The two ASTM A283 poles with unequal leg weld had a fatigue strength equal to Category E'. Fatigue cracks appeared at the toe of the weld at the base of the arm and at the base of the pole at approximately the same number of cycles. Cracks were very difficult to detect because of the galvanized coating. (FHWA)" @default.
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- W819773708 date "1981-12-01" @default.
- W819773708 modified "2023-09-23" @default.
- W819773708 title "FATIGUE BEHAVIOR OF STEEL LIGHT POLES" @default.
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