Based on the testing results, ultimate flexural strength and flexural Young's modulus have been studied.
根据试验获得的结果，综合地分析了其极限弯拉强度和弯拉弹性模量；
The ultimate flexural strength of SRC beam calculated by using this method is averagely 26 percent smaller than that of test.
应用该方法计算所得梁的受弯承载力比试验值平均小26%。
Moreover, the influences of slip for deflection, elastic flexural capacity and ultimate flexural strength are researched, and corresponding formulas are inferred.
在此基础上研究了滑移对组合梁挠度、弹性抗弯强度及极限抗弯强度的影响，并建立起相应的计算公式。
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