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温度-收缩应力 temperature-shrinkage stress英语短句 例句大全

时间:2023-02-28 21:41:11

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温度-收缩应力 temperature-shrinkage stress英语短句 例句大全

温度-收缩应力,temperature-shrinkage stress

1)temperature-shrinkage stress温度-收缩应力

2)temperature shrinkage stress温度收缩应力

1.It is introduced for basic concept and calculation formula oftemperature shrinkage stress.首先介绍了温度收缩应力的基本概念和计算公式,然后,根据对影响温度收缩应力的几个因素的分析,说明了设置伸缩缝间距不能完全阻止裂缝出现的道理,最后阐述了裂缝控制的技术和方法。

2.To solve this problem, this article analyzed the through cracks most among all kinds of roof cracks in early-age construction, and pointed out thetemperature shrinkage stress caused by concrete shrinkage and temperature s changes is the main cause for cracking.针对这一现象,分析了早期贯穿裂缝的原因,指出混凝土的收缩和使用环境温度的变化在屋面板中所引起的温度收缩应力是开裂的主要因素。

3.Besides,an estimate of temperature difference andtemperature shrinkage stresses should be also carried out.高层建筑大型基础底板施工前,需按设计要求采用尽可能接近实际的试验参数,对温差和温度收缩应力进行估算;施工过程中则进行全过程温度监测,取得一系列实测数据。

英文短句/例句

1.Temperature Shrinkage Stress Analysis and Crack Control for Basement Wall;地下室侧墙温度收缩应力分析与裂缝控制

2.Analysis of the Temperature and Shrinkage Stress of Over-Long Framed Structure with After-Poured Band and Expansion Reinforcing Strip超长框架结构设置后浇带与膨胀加强带温度收缩应力分析

3.Shrinkage stress was found to increase linearly with cure temperature.我们发现收缩应力随固化温度直线增加。

4.Calculation of Shrinkage Compensation Concrete Wall Stress Considering Temperature History Effect考虑温度历程的补偿收缩混凝土墙应力计算

5.Research on Temperature Effects and Shrinkage-Creep Analysis for Long-span Prestressed Concrete Continuous Rigid Frame Bridges;大跨径预应力混凝土连续刚构桥温度效应与收缩徐变效应分析

6.Research on shrinkage temperature control in shrinking film packaging based on adaptive fuzzy method热收缩膜收缩温度的自适应模糊控制研究

7.Influence of curing temperature on autogenous shrinkage strain and stress of high strength concrete养护温度对高强混凝土自收缩应变和应力的影响

8.Research on Crack Control for Temperature and Shrinkage of Prestressed Concrete Beam-Slab Structure of Extra-length;超长预应力混凝土梁板结构温度收缩裂缝控制研究

9.Simulation Analysis of Creep and Shrinkage and Temperature Stress of Concrete-filled Steel Tubular Arch Bridge;钢管混凝土拱桥收缩徐变与温度应力的数值模拟分析

10.It is necessary to consider the influence of shrinking and temperature stresses when using reinforced stress to measure reinforced concrete strut axial forces.采用钢筋应力计量测钢筋混凝土支撑轴力时,收缩应力和温度应力修正是必要的。

11.Abstract: It is necessary to consider the influence of shrinking and temperature stresses when using reinforced stress to measure reinforced concrete strut axial forces.文摘:采用钢筋应力计量测钢筋混凝土支撑轴力时,收缩应力和温度应力修正是必要的。

12.temperature contraction of pipes管道因温度变化收缩

13.Analysis of temperature variation and shrinkage effects on ultra-long prestressed concrete structure超长预应力混凝土结构温差收缩效应分析

14.The Research on Shrinkage Creep and Temperature Effect of Concrete Filled Steel Tubes on Long-span Arch Bridge;大跨度钢管混凝土拱桥收缩徐变及温度效应研究

15.temperature-stress-strain diagram温度-应力-应变图

16.Application of fuzzy PID control in detection instrument for shrinking temperature of leather参数模糊自整定PID控制器在皮革收缩温度测定仪中的应用

17.Study on Temperature Stress and Shrinkage Stress as Well as Seepage Characteristics of Concrete Face Rock-Fill Dam;混凝土面板堆石坝温度应力与干缩应力及渗流特性研究

18.On Face-plate Temperature Stresses and Shrinkage Stresses of Gongboxia Face Rockfill Dam;公伯峡堆石坝面板温度应力及干缩应力问题研究

相关短句/例句

temperature shrinkage stress温度收缩应力

1.It is introduced for basic concept and calculation formula oftemperature shrinkage stress.首先介绍了温度收缩应力的基本概念和计算公式,然后,根据对影响温度收缩应力的几个因素的分析,说明了设置伸缩缝间距不能完全阻止裂缝出现的道理,最后阐述了裂缝控制的技术和方法。

2.To solve this problem, this article analyzed the through cracks most among all kinds of roof cracks in early-age construction, and pointed out thetemperature shrinkage stress caused by concrete shrinkage and temperature s changes is the main cause for cracking.针对这一现象,分析了早期贯穿裂缝的原因,指出混凝土的收缩和使用环境温度的变化在屋面板中所引起的温度收缩应力是开裂的主要因素。

3.Besides,an estimate of temperature difference andtemperature shrinkage stresses should be also carried out.高层建筑大型基础底板施工前,需按设计要求采用尽可能接近实际的试验参数,对温差和温度收缩应力进行估算;施工过程中则进行全过程温度监测,取得一系列实测数据。

3)concrete thermal stress砼收缩温度应力

4)temperature and shrinkage stress温度及收缩应力

pared with the ordinary concrete frame structure, thetemperature and shrinkage stress of the over-long concrete fame structure is larger.本文从温度及收缩应力的产生机理出发,采用“抗与放”的设计原则,提出了超长混凝土框架结构在温度及收缩作用下产生裂缝的控制方法,具体包括以下:1。

5)Shrinkage and temperature stress收缩及温度应力

6)temperature stress and concrete shrinkage stress温度及混凝土收缩应力

延伸阅读

皮革收缩温度分子式:CAS号:性质:皮革的一项特征指标。表征皮革的鞣制程度和耐湿热稳定性。用收缩温度测定仪测定。简易测定仪由一只500ml烧杯、电炉、温度计、刻度盘、试样夹及与之连接的指针等组成。测定时将试样小条夹好放入装水的烧杯内,旁悬温度计,以匀速加温至试样受热到某一温度发生突然收缩,此时指针从记得度盘偏离,记录此瞬间的温度。如要测定收缩温度于100℃的试样,则需采用较复杂的水加压力类型的仪器。规定铬鞣鞭牛皮正鞋面革的收缩温度≥95℃。

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