International Scholarly Research Notices / 2012 / Article / Tab 6

Research Article

Fatigue Damage Estimation in Existing Railway Steel Bridges by Detailed Loading History Analysis

Table 6

Model adopted for the damage calculation (e.g., UIC A03 train, from 1900–1908).

Ξ” 𝜎 Ξ¦ πœ™ βˆ— Ξ” 𝜎 π‘š Ξ” 𝜎 t h Ξ” 𝜎 𝑐 , r e q 𝐷 = Ξ£ 𝑑 𝑖 𝑁 𝑐 𝑑 𝑖 𝑅 𝑖 𝑑 𝑖 Γ— 𝑅 𝑖

62,01,24577,19373,701000,00E + 002,0E + 063,62E βˆ’ 081,7E + 050,006
60,01,24574,70373,701006,12E βˆ’ 032,0E + 061,38E βˆ’ 081,1E + 050,002
22,01,24527,45373,551007,67E βˆ’ 032,0E + 060,00E + 005,6E + 040,000
11,01,24513,72373,511007,67E βˆ’ 032,0E + 060,00E + 001,0E + 060,000

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