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根据复合材料层合板理论，运用三角级数和傅里叶变换方法，分析了温克勒地基上连续配筋混凝土路面在横向荷载作用下的变形、内力及应力，得到了问题的解析解。给出了算例结果，探讨了配筋率、配筋位置、地基模量等参数对路面变形、内力及应力的影响规律。
According to the theory of composite laminates, the deformation, internal forces and stresses of continuous reinforced concrete pavements on Winkler foundation are analyzed by using trigonometric series and Fourier transform method. An analytical solution of the problem is obtained. The results of the study are given. The influence of the parameters such as reinforcement ratio, reinforcement location and foundation modulus on the deformation, internal force and stress of pavement is discussed.