Early age autogenous shrinkage cracking risk of an ultra-high performance concrete (UHPC) wall: Modelling and experimental results

Engineering Fracture Mechanics(2021)

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摘要
•The numerical model predicted well the risk of cracking in the UHPC wall.•Development of strength and E-modulus were predicted well.•Autogenous shrinkage in isothermal and realistic conditions showed same behavior.•Strain deformations were recorded in real time with embedded fibre optic sensors.
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关键词
Ultra high performance concrete,Modelling,Early age crack assessment,Autogenous shrinkage,Large-scale test
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