Fig. 10
a Cross section of RCC beam B2Fe2, b experimental strain values at 300 days, c calculated strain due to D.L, d time-dependent strain of concrete.
Fig. 10 | International Journal of Concrete Structures and Materials
a Cross section of RCC beam B2Fe2, b experimental strain values at 300 days, c calculated strain due to D.L, d time-dependent strain of concrete.