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1)  failure assessment curve
失效评估曲线
1.
API X80 high grade pipeline steel have been used greatly in China,and its fracture toughness and failure assessment curve (FAC) are the essential basis for the safety assessment of engineering application.
X80管线钢在我国已经开始大规模的应用,其断裂韧性和失效评估曲线是工程应用中安全评定的重要依据。
2)  FAD(failure assessment diagram)
失效评定曲线(FAD)
3)  failure assessment curve
失效评定曲线
1.
Study on failure assessment curves for 2(1/4) Cr1Mo steel and its welded joint;
2(1/4)Cr1Mo钢及其焊接接头缺陷失效评定曲线
2.
Study of failure assessment curves of special plate to simulate regions of pressure vessel nozzles;
压力容器接管区模拟异型板失效评定曲线FAC研究
3.
Considering the present results of stress-strain field of homogenous materials containing defects and the influence of stress-triaxiality on stress-strain field near crack tip of welded joint and based on the double-parameter J-Q criterion, the failure assessment curves of welded joints are builded.
基于均匀材料裂纹结构应力应变场解的研究现状 ,考虑了应力三轴性对焊接接头裂纹尖端应力应变场的影响 ,建立了基于J~Q双参数准则的焊接接头失效评定曲线。
4)  Failure assessment curves
失效评定曲线
1.
Based on the measurement of the mechanical behaviors,the failure assessment curves of 16MnR,20R and Q235B,three high pressure vessel steels with crack defects,are investigated by the selective №1 and №3 methods in UK CEGB R6-Revison 4.
在力学性能测试的基础上,应用CEGB R6-Revison 4方法中的选择1和选择3曲线,对16MnR,20R和Q235B三种含裂纹型缺陷压力容器用钢的失效评定曲线进行研究。
5)  Fracture assessment curves(FAC)
失效评定曲线(FAC)
6)  FAC
失效评定曲线
1.
It makes a study of the conservation quality of J-integral of cracks of the non-homogeneity composite structure,and makes an analysis of the effect of the size ofhard layer in the we welded joint zone on the J-integral numerical value of the whole composite structure,thereforeproviding reliable data for establishing the JFAC of the cracks .
本文用弹塑性有限元方法,对焊缝区纵向裂纹和横向裂纹做了大量J积分计算,研究了焊缝区中非均质组合结构裂纹的J积分的守恒性,分析了焊缝区硬夹层宽度大小对整个组合体J积分数值的影响,为建立焊缝区中裂纹的J积分失效评定曲线,提供了可靠的依据。
补充资料:地价评估趋势评估法


地价评估趋势评估法


【地价评估趋势评估法】土地价格在一定的时间内由于受诸多因素影响,呈周期性的波动,但总趋势是上升的,因此,利用一定的数学模型,就可以求算出地价,一般要通过回归分析,找出土地价格与时间变量之间的函数关系,画出地价发展变化趋势图形,然后建立数学模型,进而推算出地价。若以Y代表历年地价,X代表时间,丫代表地价,其关系式为:y‘=a+bx(a、b为常数)。采用这一方法,需以长年积累起来的地价变动资料作为分析依据。地价的时间序列最好在ro年以上。因为时间序列愈长,愈能排除偶然因素和短期因素对趋势值的异常干扰。另外,用地价长期趋势图可比较两个地段地价_L涨的强弱程度,如果长期趋线越陡,则表明该地段地价升值性越强;反之,则表明该地价的升值性越弱。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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