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reinforced concrete相关的网络例句

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与 reinforced concrete 相关的网络例句 [注:此内容来源于网络,仅供参考]

In order to do these, we made three cruciform steel reinforced concrete special-shaped short columns and one ordinary reinforced concrete short column, and subjected them to eccentric load.

对3根含钢率不同的十字形截面钢骨混凝土异形短柱和1根无钢骨的十字形截面普通混凝土异形柱进行单向偏压试验。

Utilizing plane sectorial domain Hamilton system function via variable substitutes and eigenfunction expansion method, an analytical element is proposed in this paper for the crack analysis of reinforced concrete structures combining the bridging model and Dugdale model. Combined with finite element, nolinear crack problems of reinforced concrete structure can be analyzed.

利用平面扇形域哈密顿体系方程,通过分离变量法及共轭辛本征函数向量展开法,结合Dugdale模型和桥联力模型,推导了钢筋混凝土结构裂纹尖端的解析元列式,将此解析元与普通有限元结合,可用于分析钢筋混凝土的非线性断裂问题。

These mentioned factors greatly influence the mechanical behavior and the load carrying capacity of reinforced concrete beams. On the base of finite element software ANSYS, flexural behavior of corroded reinforced concrete beams are studied.

本文借助于ANSYS有限元程序,对锈蚀钢筋混凝土梁的受弯性能进行了研究,主要工作和成果有:采用有限元程序模拟钢筋的拉伸试验。

So we suggest in design of the jacketing steel reinforced concrete frames prestressed with bonded tendons for storey-adding, in the area of earthquake fortification intensity of degree 8, steel reinforced concrete frames prestressed with bonded tendons situated in Class II and III soil with the height of ground floor is 8.1m and the number of added stories is 2 to 4, multiplying coefficient of bending moment of column, detail of seismic design of beam, column, and joint, should conform to a higher one earthquake-resistant grade.

建议套建增层预应力钢骨混凝土框架结构设计时对于8度抗震设防区建造在II、III类场地土上的底层结构层高为8.1m,增层层数为2层到4层的原二级抗震框架其柱端弯矩增大系数及相应的梁、柱、节点的抗震构造措施应按一级抗震框架取用。

The experimental results are summarized as follows: the tensile strengh and bending strengh of steel fiber reinforced lightweight aggregate concrete can be improved significantly by the addition of steel fiber; to some extent ,the addition of steel fiber can also increase the compressive strength ,although little , it radically improves the compressive toughness , and the steel fiber reinforced lightweight aggregate concrete will not fall apart with cracks; with the increase of the volume fraction of steel fiber, the elastic modulus is also rising somewhat; Poisson's ratio is influenced little with the addition of the steel fiber and the effect regularity displays unconspicuously.

本文试验研究结果可归纳如下:钢纤维的加入能明显提高钢纤维轻骨料混凝土的抗拉强度和抗折强度;掺入钢纤维使钢纤维轻骨料混凝土的抗压强度有一定程度的提高,增长幅度不大,但抗压韧性却有很大改善,使钢纤维轻骨料混凝土裂而不散;钢纤维轻骨料混凝土的弹性模量随钢纤维体积率的增大有一定提高;泊松比受钢纤维的加入影响不大,规律性不明显。

This paper proceeded the flexural experiment respectively of two flexural strengthen beam by CFS, one compared reinforced concrete beam, and proceed sheared experiment research of two U style stirrups of CFS combined compacted sheared strengthen beam, one compared reinforced concrete beam. analyze and compare some working characters such as width of cracks, the deflection and ultimate moment of an unstrengthen compared beam, an initial strengthen beam and a beam strengthened after crack by compacting .

本文分别进行了2根粘贴碳纤维布受弯加固梁和1根钢筋混凝土对照梁的受弯试验研究及2根碳纤维布U形箍+压条受剪加固梁和1根钢筋混凝土对照梁的受剪试验研究,分析对比了对照梁、直接加固梁、压裂卸荷后再加固梁三者的挠度、裂缝、极限荷载等工作性能。

1 Contrast unstrengthened square reinforced concrete column and 10 reinforced concrete columns strengthened by circular steel jacket were tested under axial loading .

为研究圆形钢套管加固混凝土柱的基本力学性能,进行了1根未加固的普通钢筋混凝土柱和10根圆形钢套管加固的混凝土短柱在不同加固钢套管厚度及初始轴压比下轴心受压试验,初始轴力通过对未加固试件施加后张预应力来进行模拟;在试验研究的基础上,根据应变协调原则对加固后构件轴压承载力进行了数值分析。

Analyses of critical shear failure of normal reinforced concrete beams and fiber reinforced polymer-strengthened concrete beams are commonly based on the assumption that the critical shear angle is 45°.

通过对数据统计分析给出了计算斜裂缝倾角的简单可靠、适用性较强的表达式,为钢筋混凝土梁的抗剪分析和工程实际应用提供了有意义的依据

Also, the research status is described in details, including fiber reinforced plastics members used in bridge engineering, fiber bar used in reinforced concrete structure and FRP used in confined concrete, retrofit, reinforcing current structure.

然后具体介绍了纤维增强塑料构件用于桥梁等工程,FRP筋用于增强混凝土结构和FRP用于约束混凝土、修补及加固现有结构三方面的研究现状。

Second, to expound the performance of steel reinforced lightweight gangue concrete with no reinforcement, analyse the calculation theories of column and beam calculation formula, and finally conclude the calculation formula more appropriate to steel reinforced lightweight gangue concrete beam and column with no reinforcememt.

二、阐述了型钢混凝土的受力性能;分析了梁、柱构件的计算理论;根据我国现行规范所应用的计算理论,提出了适用于无配筋轻骨料型钢混凝土梁、柱的计算公式。

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