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本文通过对 6根钢骨混凝土 (SRC)梁进行的受弯性能试验研究 ,描述了SRC梁的受弯破坏过程 ,分析和研究了SRC梁的延性 ,并对影响SRC梁受弯性能的主要因素进行了探讨。
In this paper, the bending behavior of six steel SRC beams is studied. The failure process of SRC beams is described. The ductility of SRC beams is analyzed and studied. The main factors that affect the flexural properties of SRC beams are described. Discussed.