一、引言钢丝网水泥构件,一般都是由薄板组成的各种最佳受力截面,而薄板受弯也是最常见的一种工作状态。薄板的受弯计算曾提出过多种方法:如弹性匀质体理论、匀质组合体理论和大垂度理论等。由于板件很薄,若不考虑薄板挠曲后的次弯矩影响,会产生较大的误差。本文就几种方法进行比较,以便得到更符合实际的计算方法。二、受弯构件的计算钢丝网水泥受弯构件有平板、折板、壳 I. INTRODUCTION Steel wire mesh cement components are generally composed of various optimized force sections composed of thin plates, and bending of thin plates is also the most common working condition. A number of methods have been proposed for the bending calculation of thin plates: such as elastic homogenizer theory, homogenized assembly theory, and large sag theory. Since the plates are very thin, large errors will occur if the secondary bending moments of the plates are not considered. This article compares several methods to get a more realistic calculation method. Second, the calculation of bending members Steel wire mesh bending members are flat, folded plate, shell