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- W2978521550 abstract "The concrete temperature of Guandi dam is generally higher in winter,and there is a large temperature difference between inside and outside of the dam,which is bad for the crack prevention.In this paper,the finite element method is used to simulate the construction process of concrete.The temperature control and the stress control during the second-stage cooling are focused on.The results show that the internal temperature of dam concrete can be dropped to 22 ℃ after adopting the newly designed construction measures;the maximum tensile stress in the constraint region of the dam is 1.54 MPa,which meets the stress standard of the concrete.It can be concluded that the process of the secondstage cooling is controllable,and the proposed temperature control plan is feasible." @default.
- W2978521550 created "2019-10-10" @default.
- W2978521550 creator A5073767987 @default.
- W2978521550 date "2013-01-01" @default.
- W2978521550 modified "2023-09-24" @default.
- W2978521550 title "Simulation Analysis of Second-stage Cooling of Rolling Hard Concrete for Guandi Dam" @default.
- W2978521550 hasPublicationYear "2013" @default.
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