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Advances in Bridge Engineering
Fig. 12 | Advances in Bridge Engineering

Fig. 12

From: Numerical analysis on the time-varying temperature field distribution patterns of ballastless track steel-concrete composite box girders at ambient temperature based on field measurements

Fig. 12

Temperature distribution nephogram of the composite girder section: a t = 05:00, Mar. 31, 2020; b t = 16:00, Apr. 18, 2020; c t = 16:00, Apr. 18, 2020; and d t = 22:00, Sep. 24, 2019. Wind speed = 3 m/s, temperature unit: °C

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