| 1. | The results of the experiment are compared with calculated flexural capacity
对梁的承载力试验结果和理论计算结果进行比较。 |
| 2. | The formula of ultimate flexural capacity is given according to plastic principle
通过塑性铰理论,推导了加固后梁的承载力计算公式。 |
| 3. | Experimental study and calculation of flexural capacity of rc beams strengthened with gfrp sheets
玻璃纤维布加固的钢筋混凝土梁试验研究与抗弯承载力计算 |
| 4. | This paper makes analysis of the ultimate flexural capacity of the rc structure member strengthened by cfrp
本文对外贴碳纤维布加固混凝土结构受弯构件正截面承载力进行了分析。 |
| 5. | The experiment results indicate that the flexural capacity and ductility of masonry specimens is greatly increased when strengthened with gfrp sheet
试验结果表明，粘贴gfrp布可以有效地提高砌体的抗弯承载力和延性。 |
| 6. | When the diatance is too much , failure mode is brittle . the calculated flexural capacity has good agreement with the test risult
当加固距离较大时,梁虽然有很好的承载力,但是挠度太小,破坏形式为纤维筋拉断的突然破坏。 |
| 7. | It is necessary to study the change of performance ( such as flexural capacity ) of members repaired by cfrp due to its high strength
由于碳纤维具有很高的强度，有必要对这种高强材料特性导致的受力性能变化进行研究和分析。 |
| 8. | During calculation of the ultimate flexural capacity of composite beams , it assumes steel beam , concrete board and connecter are plastic , calculates them by ultimate equilibrium method
在组合梁受弯极限承载力计算中，认为钢梁、混凝土板和连接件完全塑性，采用极限平衡法计算。 |
| 9. | The test results confirm that ferrocement can be used to significantly increase the flexural capacity , raise crack - resisting capacity and improve the bending stiffness of rc beam
试验结果表明，钢丝网复合砂浆薄层可以明显地提高钢筋混凝土梁的抗弯承载力，提高抗裂性能，增强构件的抗弯刚度。 |
| 10. | The calculation process indicate that it is easy to calculate the flexural capacity and the shear capacity of rc beams strengthened by bfrp based on the design code for strengthening concrete structure
计算结果表明，设计人员可以方便地按现行加固设计规范对玄武岩纤维受弯、受剪加固进行计算。 |
