The test results show that a good effect can be achieved with the joints reinforced by CFRP sheets and flat steel plate.
从对试验结果分析看，榫卯节点采用CFRP布和扁钢加固后都取得了良好的效果。
The important part of the thesis was the experimental study on the seismic capacity of the circular RC columns with wrapped CFRP sheets under high axial ratios.
论文的重点工作是对CFRP布横向包裹钢筋混凝土圆柱在高轴压比下的抗震性能进行了试验研究。
Numerical simulation and calculation in theory are done for the beams strengthening with prestressed CFRP sheets in this paper base on the present experimental results.
本文在参考目前预应力碳纤维布加固梁试验研究成果的基础上，对加固梁进行数值模拟和理论计算。
This paper presents the experiment about flexural strengthening hydraulic element by bonding CFRP sheets, analyzes the effect of adhesives and process on the element's performance.
介绍用碳纤维布抗弯加固水工构件的性能，考察胶粘剂、施工工艺对加固效果的影响。
The experiment results indicate that the confining action of CFRP sheets can enhance the strength of timber column about 10 ~ 20%, and can also enhance the ductility of timber column.
试验结果表明，CFRP布环箍加固的侧限约束作用可以提高木柱的强度约10 ~ 20%。并显著改善木柱的变形性能。
This paper presents the experiment about axial-compressing strengthening hydraulic element by bonding CFRP sheets. Put forward a method to ensure the FRP sheet wrapping column closely.
介绍了采用碳纤维布和芳纶纤维布加固水工短柱的性能，提出了保证纤维布粘贴密实的施工措施。
Results show that ultimate bearing capacity of RC beam strengthened by composite CFRP sheets is much higher than that of direct pasting CFRP. Cracking load and ductility are improved higher too.
结果表明：与直接粘贴CFRP布相比，采用剔槽植入钢筋置换混凝土灌胶再粘贴CFRP布复合加固方案加固的梁极限承载力有显著提高，开裂荷载及延性有较大提高；
A calculation model for the interfacial shear stress of the reinforced concrete beam strengthened with prestressed CFRP sheets was built based on the elasticity theory after releasing and loading.
采用弹性理论方法，建立了预应力碳纤维布加固钢筋混凝土梁在放张和承载后界面剪应力的理论计算模型。
The theoretical model of composite beam was put forward for the concrete structure strengthened with Carbon Fiber Reinforce Polymer (CFRP) sheets based on state space theory.
基于状态空间理论建立了碳纤维加固钢筋砼梁的层合解析模型。
The theoretical model of composite beam was put forward for the concrete structure strengthened with Carbon Fiber Reinforce Polymer (CFRP) sheets based on state space theory.
基于状态空间理论建立了碳纤维加固钢筋砼梁的层合解析模型。
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