https://www.selleckchem.com/pr....oducts/CHR-2797(Tose
An equation for the latter's ultimate bearing capacity is developed based on the elastic layer system theory, stress boundary condition, and bending stress characteristics of axisymmetric elements. It was found that the results from the developed model are compared with the experimental values of CFRP-strengthened shield segments under different humidity values (0%, 5%, and 10%) and a constant temperature. The ultimate strength-the debonding deflection of the CFRP-strengthened shield segment-can be predicted using the propo
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