Method for predicting plastic shrinkage cracking of cement mortar material
A technology of shrinkage cracking and cement-based materials, which is applied in the field of material science and engineering, and can solve problems such as the failure to give multivariate constitutive equations for plastic shrinkage cracking
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Embodiment 1
[0031] The water-cement ratio Wc of a certain cement mortar is 0.45, the lime-sand ratio is 1, and the fiber content Fc is 0.9kg / m 3 , Fiber length F 1 It is 12mm, and the water evaporation rate of the mortar under certain environmental conditions is 0.250Kg / (m 2 h) The stratification degree is 0.1cm and the constraint degree is 0.66. The calculated K=1.60, which is greater than 1.41. It is predicted that the mortar will not crack under this environmental condition.
[0032] The actual measured K value is 1.82, the relative error is 12.1%, and the mortar does not crack.
Embodiment 2
[0034] A certain cement mortar water-cement ratio Wc is 0.40, lime-sand ratio is 0.67, fiber content Fc is 0, fiber length F 1 Is 0, the water evaporation rate of the mortar under certain environmental conditions is 0.296Kg / (m 2 h), the stratification degree is 0.1cm, the constraint degree is 0.83, and K=2.11 is calculated with the constitutive equation, which is greater than 1.41. It is predicted that the mortar will not crack under this environmental condition.
[0035] The actual measured K value is 2.33, the relative error is 9.44%, and the mortar does not crack.
Embodiment 3
[0037] The water-cement ratio Wc of a certain cement mortar is 0.45, the lime-sand ratio is 1, and the fiber content Fc is 0.9kg / m 3 , Fiber length F 1 It is measured that the moisture evaporation rate of the mortar under certain environmental conditions is 0.30Kg / (m2h), the stratification degree is 0.4cm, and the constraint degree is 0.83. It is calculated by incorporating into the constitutive equation K=0.97, which is less than 0.99. It is predicted that the mortar will crack under this environmental condition.
[0038] The actual measured K value was 1.07, the relative error was 9.34%, and the mortar cracked.
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