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- W4385211557 abstract "Abstract The alkali–silica reaction (ASR) is one of the most harmful distress mechanisms affecting concrete infrastructure worldwide. The reaction leads to cracking, loss of material integrity, and consequently compromises the serviceability and capacity of the affected structures. In this study, a modeling approach was proposed to simulate ASR-induced expansion considering three-dimensional stress/restraint conditions, and its impact on the structural capacity of reinforced concrete members. Both the losses in concrete mechanical properties and prestressing effects induced by the expansion under restraints are taken into account in the model. Validation of the developed model is conducted using reliable experimental datasets derived from different laboratory testings and field exposed sites. With the capability of modelling both ASR-induced expansion and its impact on structural capacity, the model provides valuable results to specify effective repair and/or mitigation strategies for concrete structures affected by ASR." @default.
- W4385211557 created "2023-07-25" @default.
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- W4385211557 date "2023-01-01" @default.
- W4385211557 modified "2023-09-24" @default.
- W4385211557 title "Modeling the Alkali–Silica Reaction and Its Impact on the Load-Carrying Capacity of Reinforced Concrete Beams" @default.
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- W4385211557 doi "https://doi.org/10.1007/978-981-99-3330-3_39" @default.
- W4385211557 hasPublicationYear "2023" @default.
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