提出了HFRP加固混凝土梁的设计方法。
本文对表面粘贴加固混凝土梁的剥离进行了研究。
The desquamation of affixed reinforced rc beam is studied in this paper.
在受拉区表面粘贴加强片是加固混凝土梁的一种有效方法。
Bonding a strengthening plate to the tension face is an effective technique to repair reinforced concrete beams.
FRP剥离是外贴frp抗剪加固混凝土梁主要的破坏模式之一。
FRP (fibre reinforced polymer) debonding is one of the major failure modes for reinforced concrete beams shear-strengthened with external FRP strips.
碳纤维加固混凝土梁的主要变化参数为配筋率、初始损伤和碳纤维粘粘量。
The main variable parameters of beams are the reinforcement ratio, the initial cracks and the CFRP amount.
在试验结果基础上，对预张拉碳纤维布加固混凝土梁的使用性能进行了总结。
Based on the results of experiments, the serviceability of reinforced concrete beams strengthened by pre-tensioned carbon fiber composite plastic sheets was summarized.
在试验研究的基础上，提出了碳纤维加固混凝土梁的抗弯承载力计算方法，并与实测值进行了比较。
Based on the experimental study, the method of calculating bending capacity of concrete beams strengthened with Carbon Fiber Reinforced Polymer is put forward.
本文对体外预应力加固混凝土梁的研究概况及加固机理进行了阐述，为以后的加固设计提供理论参考。
This paper presents the study survey and strengthening mechanics of the External prestressed strengthened beam which give the reference for future strengthening design.
本文对10根钢筋混凝土梁进行了四点弯曲试验，研究了CF RP板表层嵌贴法加固混凝土梁的抗弯性能。
Based on the results of four-point bending tests of 10 RC beams, this thesis studies the flexural performance of the strengthening RC beams with near surface mounted CFRP strips.
为摸清碳纤维片材加固混凝土梁中粘接界面上的应力分布，本文利用ANSYS商业软件进行了有限元分析。
For understanding the interfacial stresses' distributing of the strengthened RC beams externally bonded with CFRP systems, the FEM analysis is carried out with ANSYS in this paper.
本文保留了传统预应力加固法的优点，提出了用预应力悬索分载法加固混凝土梁，并对此方法进试验和理论研究。
The prestressed-cable-sharing-loading method absorbing the advantage of traditional prestressing consolidation is tested and researched to strengthen simple-supported beams in this experiment.
通过用数字散斑相关方法(DSCM)对碳纤维布加固混凝土梁的实验，研究了碳布加固混凝土梁的承载力及变形行为。
An experimental study of the strength and deformation characteristics of carbon-fiber-sheet -reinforced concrete beams using digital speckle correlation method (DSCM) was performed.
结合试验结果，对粘钢加固混凝土梁在不同卸载条件下的受力机理进行解析分析，推导相应计算公式，为加固设计提供参。
Based on experimental results, the stress of the rc beams under different unloading condition is analyzed, the formulation is deduced and it provides a reference for the reinforcement design.
在有关试验的基础上，对碳纤维布加固钢筋钢纤维混凝土梁的抗弯承载力进行了试验研究。
On the basis of relevant test, the curved bear capacity of carbon fiber cloth reinforce reinforcing bar steel fiber concrete beam is studied.
这些梁穿梭于各集装箱之间并且有助于加固混凝土砖块。
These beams cross from container to container and help in the reinforcement of the concrete tiles.
本篇文章描述了对加固后标准尺寸混凝土结构试件进行试验的结果，该试件代表平面框架结构中的梁—柱联接部位。
The paper describes the results of tests on prototype size reinforced concrete frame specimens which were designed to represent the column-beam connections in plane frames.
CFRP加固梁在承受弯曲荷载时的破坏是混凝土压碎、钢筋屈服、碳纤维未拉断。
CFRP Strengthening of concrete beams can fail when steel yield-concrete crushing and steel yield - CFRP tenside rupture.
受悬索桥启发，利用钢丝绳索加固钢筋混凝土宽扁梁是在特殊条件和环境下的一种尝试。
Inspired by suspension bridge, the wire cable is used to reinforce the wide and flat reinforced concrete beam.
提出了外粘钢板加固受弯钢筋混凝土梁的非线性有限元模型。
The nonlinear finite element model for the flexural reinforced concrete beams strengthened with epoxy bonded steel plates is presented.
研究了外部U形粘贴碳纤维布加固钢筋混凝土梁负弯矩区段斜截面的受力特性。
This paper makes experimental study of stress character of reinforced concrete beam's oblique section in negative area strengthened with U-jackets carbon fiber reinforced polymer (CFRP).
分别进行了不同粘贴形式下加固钢筋混凝土T形梁的极限承载力、变形和应力-应变分析。
The paper respectively carries through the deformation, stress and strain and ultimate flexural resistance of the reinforced concrete Tee-shaped beam under the different gluing forms.
试验结果表明：外贴纤维布加固超载后裂损的钢筋混凝土梁加固效果的主要影响因素是预加荷载幅值和配筋率。
The experiment result indicates that increasement rate of reinforcement in ultimate strength is influenced by the value and overload of the percentage of reinforcement.
随着FRP加固钢筋混凝土梁的技术在土木工程领域已经得到日益广泛的应用，越来越多的学者对此进行研究。
With technology of FRP reinforced concrete beams is applied in domain of the civil engineering, it attracts more and more scholars to study it.
在受拉区表面粘贴钢板是加固钢筋混凝土梁的一种有效方法。
Bonding a steel plate at the surface of the tensile area is an effective method to reinforce the rc beams.
对比分析了普通钢与混凝土组合梁、预应力钢与混凝土组合梁和预应力加固钢与混凝土组合梁的受力性能与破坏形态。
The failure modes and the mechanical behaviors of the common steel & concrete composite beam and the prestressed beam and the strengthened beam are analyzed and compared.
针对某大跨度连续刚构桥出现的主要病害及其原因，介绍了采取增设预应力混凝土箱梁体外索的加固措施。
Aiming at the main damage and its causes of a large-span continuous rigid framework bridge, the strengthening measure of adding the external cable to prestressed concrete box girder was introduced.
此公式不仅可以用来预测相关试件的剥离破坏荷载，还可以用于GFRP加固钢筋混凝土梁的分析和设计。
This equation may not only be used to forecast delaminating damage load on relevant test samples, but also can be applied on GFRP steel reinforced concrete beam analysis and design.
通过对16根CFRP加固混凝土实验梁受弯实验，得到了随机变量的统计参量。
Through the experiment of 16 CFRP strengthened RC beams, the stochastic parameters of random variables were obtained.
论文的另一部分重要工作是9根钢绞线网-聚合砂浆加固混凝土简支梁的粘结锚固试验。
Another important part of work is having a research on the bond anchorage experiment of 9 strengthened beams with high-strength steel wire mesh.
试验证明，利用体外预应力技术加固混凝土简支梁桥，可以明显提高承载力及延性。
The test results show that the externally prestress technology can be applied in strengthening concrete simple span beam to enhance its bearing capacity and ductility.
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