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- W2357433623 abstract "Considering the difference of thermal expansion coefficient between carbon fiber sheet(CFS) and concrete,the equation about the thermal deformation due to solar radiation or sudden drop in temperature is established for concrete members with arbitrary cross-section strengthened by CFS.The elastic solution of the thermal stress is derived for rectangula-section and box-section concrete pier under two temperature gradient modes:homogeneous distribution and exponent distribution.The parameters affecting the thermal stress of the concrete pier strengthened by CFS is discussed according to the analytic formula,such as the thickness,the thermal expansion coefficient and the elastic modulus of CFS as well as the strength grade(elastic modulus of concrete),the width and the height." @default.
- W2357433623 created "2016-06-24" @default.
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- W2357433623 date "2006-01-01" @default.
- W2357433623 modified "2023-09-26" @default.
- W2357433623 title "Elastic Solution of Concrete Pier Thermal Stress and Parameters Strengthened by Carbon Fiber Sheet" @default.
- W2357433623 hasPublicationYear "2006" @default.
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