在这个例子中，压电式受弯换能器提供电能。
In this case, the power is supplied by piezoelectric flexural transducers.
试验结果表明，短期荷载下的HRB500级钢筋混凝土梁具有良好的受弯性能；
The experimental results indicate that the reinforced concrete beams with HRB500 steel bars have good flexural performance under short-term loading.
粘贴碳纤维布后，试验梁的受弯承载力明显提高，其中极限受弯承载力的提高更为显著。
When covered with the sheet the flexural strength of the beam under test became considerably higher than ever and the maximum flexural strength improved drastically.
钢-混凝土组合梁是指钢梁和混凝土板通过剪力连接件连接形成整体共同工作的受弯构件。
Steel-concrete composite beam is a kind of flexural member composed by concrete slab and steel beam via shear connectors.
因此有必要对半刚性钢-混凝土组合节点受弯承载力、转动刚度和转动能力进行全面的研究。
Thus it is necessary to study moment resistance, rotation stiffness and rotation capacity of the joints.
梁的受拉翼缘对受弯承载力的贡献；剪力滞。
The contribution of tension flange to the flexural strength of the beam; shear lag concept.
该文基于薄膜理论分析了受弯充气锥台的褶皱特性。
Wrinkling characteristics of a conical inflated cantilever beam under bending is analyzed based upon the membrane theory.
主要适用于钢筋混凝土受弯和大偏心受压构件的加固。
It is mainly used in the strengthening of reinforced concrete flexural members and compression member with large eccentricity.
部分剪力连接对组合梁的受弯极限承载力和变形均有影响。
Shear connection degree has an effect on the flexural capacity and deflection of composite beams.
探讨了次生扭矩对钢筋混凝土双向受弯梁抗剪承载力的影响。
The effects of secondary torsion on shear strength of biaxial flexural reinforced concrete beams are analyzed.
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.
应用该方法计算所得梁的受弯承载力比试验值平均小26%。
The ultimate flexural strength of SRC beam calculated by using this method is averagely 26 percent smaller than that of test.
从锈蚀钢筋混凝土受弯构件破坏模式入手，分析其破坏机理与过程。
In this paper, the failure mechanism and process of corroded r. c. Flexural members are analyzed based on the modes of failure.
根据平截面假定和应变协调条件计算的受弯承载力与实测值符合较好。
The flexural strength calculated on the basis of the plane section assumption and strain compatibility condition agrees well with the test results.
根据GBJ10——89，提出了双向受弯构件正截面承载能力计算方法。
According to GBJ10-89, computational method of load-bearing capacity for normal section of bi-directional bended components is presented.
对受弯构件受拉翼缘外侧粘贴FRP后的界面剪应力和界面剥离应力进行了分析。
The interfacial shear stress and peel stress between the FRP and the surface of tension flange were analyzed when the FRP was bonded to the tension flange of the bending members.
采用有限元方法，建立适于冷弯截面受弯构件性能分析的非线性有限元分析模型。
It is also presented a finite element analytical model suitable for non-linear analysis of HFB flexural members.
为使构件破坏时充分发挥钢筋的强度，提出了简支受弯构件最小跨度的确定方法。
To exert the strength of the reinforcing bar when the member broken, puts forward a means in measurement of the minimum span length of simple flexural member.
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.
本文研究采用在混凝土构件侧面粘贴碳纤维板这种新形式加固受弯构件的受力性能。
In this paper, the behavior of the flexural RC member bonded with CFRP board on its vertical sides was investigated by the authors recently.
汽车半轴凸缘是受弯扭联合作用的联接零件，其强度、载荷及实际尺寸具有不确定性。
Automotive half shaft flange is a coupling part under the combined action of bending and torsion, its strength, loading and actual size have an uncertainty.
从氯离子侵蚀的钢筋锈蚀模型入手，建立了锈蚀钢筋混凝土受弯构件承载力随机模型。
The stochastic models for the capacity of corroded r. c . flexural members are built based on the models for reinforcement corrosion in marine environment.
本文对钢筋砼受弯构件的延性进行分析和讨论，提出了截面曲率延性系数的计算公式。
By analysing and discussing the ductility of reinforced concrete beams under flexure, the author gives formula for calculating curvature ductility index of section.
在分析大量文献资料的基础上，采用“等效截面”将双向受弯构件转化为单向受弯构件。
Based on the academic analysis, a biaxial bending member is equivalent to a single bending member by the rule of equivalent cross section.
根据钢筋混凝土理论和ANSYS有限元软件编制了实验梁受弯荷载效应模拟计算程序。
A numerical simulation program for flexural load effects of rc beams was compiled based on the theory of reinforced concrete and finite element software ANSYS.
部分填充混凝土钢箱桁拱桥拱脚段受弯规律、拱顶段轴向受力规律与钢箱桁拱差异明显。
The bending behavior of foot arch and the axial behavior of the vault are obviously differ form the typical steel truss arch.
当节点都为梁端受弯破坏或都为核心区受剪破坏时，偏心节点的耗能能力小于非偏心节点；
When the joints are destroyed by bending(or shearing), the energy Absorption capacity of eccentric joint is inferior to that of no-eccentric joint.
先从梁柱节点受弯变形的机理入手，推导出钢框架梁柱焊接连接节点的初始刚度计算公式。
The formula calculating the initial stiffness of welded connection of steel frame was drawn according to bending deformation mechanism of joint zone of welded steel frame.
短牛腿与深梁、桩帽基本上属于非受弯构件，其计算理论相对复杂、计算方法也不尽一致。
Corbels, deep beams and pile caps are included basically in non-flexural elements, the calculative theory of which is relatively complicated, and its calculative method of which is not consistent.
短牛腿与深梁、桩帽基本上属于非受弯构件，其计算理论相对复杂、计算方法也不尽一致。
Corbels, deep beams and pile caps are included basically in non-flexural elements, the calculative theory of which is relatively complicated, and its calculative method of which is not consistent.
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