摘要
根据广义位移计算的一般公式导出了齿状简支梁的挠度计算式,通过对计算结果的分析。
A deflection formula of a simple toothed beam is carried out in terms of the formula of general displacements.The equivalent depth and a brief and useful method of deflection calculation is derived from the analysis of the calculation results.
出处
《南昌大学学报(工科版)》
CAS
1998年第2期6-10,共5页
Journal of Nanchang University(Engineering & Technology)