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.
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.
本文主要研究了HRB400级钢筋混凝土构件的受弯的裂缝性能。
The crack behavior of concrete bending members with HRB400 steel is experimental studied in this paper.
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.
研究了体外预应力钢-混凝土组合梁在正常使用极限状态下的受弯性能。
It is researched that the bending behaviors of external prestressed composite steel-concrete beams in service ability limit state.
给出了轴心受压钢构件和受压钢件和受弯钢构件可靠性评估的公式和图表。
The reliability estimation of steel columns axially loaded compression members) and bended members are discussed by minimization method.
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.
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.
加固梁在受弯破坏时是钢筋屈服后纤维材料断裂或钢筋屈服后受压混凝土被压碎。
FRP strengthened concrete beams can fail in involve steel yield-FRP tensile rupture and steel yield-concrete crushing.
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.
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.
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.
本文主要研究了HRB400级钢筋混凝土构件的受弯、受剪及连续梁塑性内力重分布性能。
In this article, the mechanical of the HRB400 Reinforced Concrete Members under flexure, shear and plastic internal force redistribution is studied.
介绍了受腐蚀钢筋混凝土受弯构件的性能、抗剪性能、以及在使用荷载作用下的性能和动力性能。
The text introduces performance of bending components, shear properties, as well as in the use of performance under load, and dynamic performance.
这种粘结破坏按形成机理及破坏部位的不同可分为板端剥离破坏和跨中受弯裂缝导致的粘结破坏。
According to different failure mechanism and displaying part, the failure modes are divided into plate end debonding failure and intermediate crack induced interfacial debonding failure.
根据正截面受弯承载力计算理论，运用混凝土力学分析方法，导出高强混凝土梁的开裂弯矩计算式。
According to the calculation theory of normal section bending bearing capacity, the calculation formula of cracking moment of high-strength concrete beam was derived by the concrete mechanic method.
论述钢筋混凝土结构环形截面及圆形截面受弯构件、偏心受压构件强度计算和强度复核的计算方法。
This paper presented a method of strength calculation and strength check of annular and circular section in flexure and eccentrically compressed component for reinforced concrete structure.
为了得到闭口型压型钢板-混凝土组合板的受弯性能，进行了4块闭口型压型钢板简支组合板的试验。
In order to investigate the bending behavior of the composite slabs with closed profiled sheeting and concrete, experiments are conducted on 4 simply supported composite slabs.
为了得到闭口型压型钢板-混凝土组合板的受弯性能，进行了4块闭口型压型钢板简支组合板的试验。
In order to investigate the bending behavior of the composite slabs with closed profiled sheeting and concrete, experiments are conducted on 4 simply supported composite slabs.
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