This paper presents the findings of an investigation in which the finite element method was used to assess the effects of various construction procedures on the cracking performance of a hydrating massive concrete element. A 1.07 x 1.07 x 1.07 m (3.5 x 3.5 x 3.5 ft) concrete block is modeled using the DIANA finite element analysis software and the inputs for the mechanical and thermal proper¬ties of early-age concrete based on values obtained experimentally from a concrete mixture used in the construction of mass concrete in Florida.
Lawrence, A., Bergin, M., Tia, M. Considerations for Handling of Mass Concrete: Control of Internal Restraint. American concrete institute, 2014 с. 3-12,.
Lawrence, A., Bergin, M., Tia, M. Considerations for Handling of Mass Concrete: Control of Internal Restraint. American concrete institute, 2014 с. 3-12,.
Lawrence, A., Bergin, M., Tia, M. (2014) Considerations for Handling of Mass Concrete: Control of Internal Restraint, American concrete institute с. 3-12,.
Lawrence, A., Bergin, M., & Tia, M. (2014). Considerations for Handling of Mass Concrete: Control of Internal Restraint. American concrete institute, с. 3-12.
Lawrence A, Bergin M, Tia M. Considerations for Handling of Mass Concrete: Control of Internal Restraint. American concrete institute; 2014. p. с. 3-12.
