Hydro-mechanical-damage model for the secondary creep of fiber reinforced mortar at high stress-to-strength ratio
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The scope of this work is threefold: (i) to develop a new model within the framework of hydro-mechanical – damage coupling that can account for the coupling between microcrack (damage), water diffusion and shrinkage at stake for concrete secondary creep; (ii) to implement it in an existing hydro-damage lattice model; (iii) to validate the model with respect to the flexural creep of Fiber Reinforced Concrete (FRC) and Mortars under high sustained load level.
Nội dung trích xuất từ tài liệu:
Hydro-mechanical-damage model for the secondary creep of fiber reinforced mortar at high stress-to-strength ratio
Nội dung trích xuất từ tài liệu:
Hydro-mechanical-damage model for the secondary creep of fiber reinforced mortar at high stress-to-strength ratio
Tìm kiếm theo từ khóa liên quan:
Transport and Communications Science Journal Secondary creep at high stress Adsorption isotherms Hydromechanical-damage Fiber reinforced concretesGợi ý tài liệu liên quan:
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