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本文介绍一种非破损实验技术,用于测定砖砌体结构静态条件下的应力和变形特性。试验中采用专用的扁式液压千斤顶,并采用试验室足尺模型标定试验,研究了这种方法的可靠性。
This article describes a non-destructive experimental technique for determining the stress and deformation characteristics of a brick masonry under static conditions. In the test, a special flat hydraulic jack was used, and full-scale model calibration test of the laboratory was used to study the reliability of this method.