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shear strength相关的网络例句

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

It is found that two shear modulus are different and two shear strength are almost equal. The reason of differences between three point bending modulus and four point bending modulus is also analyzed.

在剪切试验中发现两种剪切试验的剪切模量相差较大,但由于两种剪切的破坏面相同,所以剪切强度相差不大。

The assessment formula for shear capacity was established as well, and in which various impact factors of shear strength was considered comprehensively.3. Directed against the main forms of transverse connection in concrete beam bridges, model test and finite element analysis were carried out to find the impact laws of damage on concrete T-beam bridges, in which the three ways of hinged joint, flange rigid connection and cross slab rigid connection were considered. Transverse distribution and degenerate state of transverse connection were studied under various damage conditions. Based on the analysis of test and simulation results, the rule of live load adjustment coefficient of T-beam bridge was put forward, as well as the calculation formula.4. In view of the influence of the damaged transverse connections to load effect, the load effect model was amended by live load adjustment coefficient.

依据损伤出现频率与重要性等级,提出典型损伤混凝土梁式桥按体系损伤、构件损伤和材料损伤三个层次进行评定的原则。2、基于构件和材料层次损伤评估研究成果,对比分析损伤机理和适用条件,提出了《公路钢筋混凝土及预应力混凝土桥涵设计规范》(JTG D62-2004)抗弯承载力修正计算公式、抗剪承载力修正计算公式以及综合考虑抗剪强度影响因素的抗剪承载力评定公式。3、针对混凝土梁式桥主要横向连接形式,分别按铰结、翼缘刚接和横隔梁刚性连接损伤对T桥梁桥承载能力的影响进行了模型试验和有限元分析,研究了不同损伤工况对T梁桥荷载横向分配的影响及横向连接状态退化情况。

The variation regularity of joint size and the shear strength of fractal rock joints with different fractal dimensions were subsequently studied by using the numerical direct shear test method.

为了研究岩石节理抗剪强度参数取值中的尺寸效应问题,采用随机分形方法,重构了岩石节理剖面线,在此基础上,应用数值直剪试验方法,研究了不同分维值岩石分形节理抗剪强度参数随节理尺寸的变化规律。

The cohesion and the internal friction angle are functions of water content index; cohesion-degree of saturation curve and internal friction angle-degree of saturation curve are gotten by simulating shear experiment through different paths, through which shear strength parameters can be obtained; CDSC and IFADSC are approximating straight lines in the same path when the change of saturation degree is small.

非饱和土抗剪强度的黏聚力和内摩擦角是含水指标的函数;通过模拟不同路径下非饱和土抗剪试验,得到黏聚力-饱和度曲线和内摩擦角-饱和度曲线,进而得到非饱和土抗剪强度指标;在同一路径小区间范围内CDSC和IFADSC曲线近似为直线。

On the basis of shear resisting behavior experiments of the column, the formula model for calculating the shear strength of the column is presented, and the undetermined coefficient in the formula is regressed using the experimental data.

在核心柱的剪切性能的试验基础上,建立了核心柱斜截面承载力的计算公式模型,并利用试验数据回归,确定了公式模型中的待定参数。

For a tank foundation with a relatively thin soft deposit and undrained shear strength increasing with depth,the edge shear failure is likely to be the critical one.

一罐基础和较薄的柔软的存款和不排水剪切强度随深度增加,边缘的剪切破坏可能是至关重要的。

The mechanism of MSW's shear strength is stated in this thesis. The underlying cause for the phenomenon that the cohesion of MSW increases with depth while angle of shear resistance doesn't is detailed explained in this paper.

本文阐述了填埋体的抗剪强度机理,解释了填埋材料凝聚力随深度增加而内摩擦角基本不变这一现象的物理根源。

Based on the results of exploration and in-site test of typical waste dump in southwest mountainous area,the analysis theory and method of waste dump rainfall infiltration are discussed beginning at analysing coal waste's mechanics characteristic and seepage theoty. Fllowed estimating method of waste dump stability is discussed influenced by rainfall. At last a typical engineering example of coal waste dump landslide influenced by rainfall is researched, acquiring research fruit hereinafter.①Particular exploration of typical waste dump in chongqing area and analysis estimate to its area engineering geology are done. Granule gradation、water content、nature density、dry densit etc parameter of waste granular media are tested. The mechanics characteristic of waste are researched by in-site shear experimentation、compressibility experimentation and infiltration experimentation.②The coal waste dumping is different from other consecutive solid material as incompact granule structure. Its shear strength and transforming characteristic also have itself characteristic.

本文针对山区矸石山,结合踏勘和现场试验,从分析矸石散体的力学特性以及渗流理论出发,研究了矸石山降雨入渗的分析理论与方法,在此基础上提出了矸石山体降雨作用下的稳定性评价方法,最后进行了降雨作用下典型矸石山滑坡工程实例研究,取得了以下研究成果:①对重庆山区中梁山、万盛、荣昌、天府、綦江等矿区代表性的矸石山进行详细踏勘,对矸石山的堆放形态及其区域的工程水文地质情况进行调查;针对重庆山区矸石山,测试矸石散体的颗粒级配、含水量、天然密度、干密度等参数、并在此基础上,通过现场剪切、压缩、渗透试验等研究矸石散体的力学特征。

On the basis of shear resisting behavior experiments of the column, the formula model for calculating the shear strength of the column is presented, and the undetermined coefficient in the formula is regressed using the experimental data.

进行了钢管高强混凝土核心轴压短柱的轴心受压试验,研究了其破坏特征、延性和钢混共同工作特性等力学性能,给出了其极限承载力的计算公式。

When used in thermoplastic and thermosetting resin such as phenol aldehyde, polyester, epoxy, PBT, polyamide, carbonate, it can greatly improve dry and wet bending strength, compression strength, shear strength and other physical mechanical properties and wet electric properties, also improve the wetting property and dispersion of stuffing into polymer.

应用于矿物填充的酚醛、聚酯、环氧、PBT、聚酰胺、碳酸酯等热塑性和热固性树脂,能大幅度提高增强塑料的干湿态抗弯强度、抗压强度、剪切强度等物理力学性能和湿态电气性能,并改善填料在聚合物中的润湿性和分散性。

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