排序方式： 共有29条查询结果，搜索用时 15 毫秒
11.
采用氢渗透试验法、硫化氢致应力四点弯曲法研究了TMCP X80高强度管线钢焊接件不同部位的氢渗透及其开裂行为,用扫描电镜对母材、热影响区、焊材进行显微组织分析。结果表明,该SZP-117试样各区显微组织不同,焊材比母材耐氢渗透能力差,焊接后熔合线部位耐氢渗透能力大于焊材的,但热影响区耐氢渗透性能次于母材。另外,s-117试样大热输入耐氢致开裂的能力比小热输入差。 相似文献
12.
《地质论评》2012,(2)
本文报道了云南东川地区望厂组中熔结凝灰岩锆石的SHRIMP U Pb年龄.其中自形结构、环带清晰锆石的不一致曲线与谐和线上交点的207Pb/206Pb年龄分别为2317±13 Ma(n=13,MSWD=33),13个点的加权平均年龄为2299±14 Ma(n=13,MSWD=59),表明望厂组地层的沉积时代为古元古代早—中期.东川地区下四组地层与滇中昆阳群(黄草岭组—美党组)和四川会理群(淌塘组—天宝山组)的沉积时代相差近1.0Ga.为了区别于昆阳群和会理群,建议对本区下四组地层(洒海沟组、望厂组、菜园湾组、平顶山组)独立建群,即汤丹群.汤丹群是目前为止康滇地区已发现的最古老的地层建造之一,经历过古元古代中期的挤压过程(东川运动)和古元古代末期的拉张过程,可能是相对于扬子古陆核独立存在、并构成早—中元古宙Columbia超级大陆的一个小的古老陆块. 相似文献
13.
选择3种不同规格的焊接土工格栅,完成了格栅在粗颗粒土中的一系列拉拔试验。根据试验结果和土工格栅与土的相互作用机理,分析了各种格栅在土中的锚固强度及其影响因素。结果表明:在网格尺寸相同的情况下,节点剥离强度越大,则土中锚固强度越高;焊接土工格栅的节点剥离强度是其土中锚固强度的控制指标,但非唯一影响因素,网格尺寸和填土性质也对格栅土中锚固阻力的发挥具有重要影响。 相似文献
14.
X-射线检测图像识别的讨论 总被引：1，自引：1，他引：0
曾祥照 《CT理论与应用研究》2004,13(1):29-31
概述了X-射线检测图像识别的影响因素;采取人工识别图像是可行和适宜的;人工、智能化识别图像是发展方向.介绍气瓶对接焊缝X射线实时成像检测. 相似文献
15.
梁柱节点是钢框架的关键连接部分,其连接性能直接影响框架结构在荷载作用下的整体行为。采用有限元法对刚性梁柱全焊节点的力学性能进行数值模拟,分析不同受力条件下全焊节点的力学行为,揭示不同弯矩作用时刚性梁沿长度方向的Mises应力变化特性,并对比分析有无水平加劲肋对全焊节点位移和Mises应力的影响规律。结果表明：有水平加劲肋的全焊节点总位移明显小于无水平加劲肋的,弯矩为65kN·m时,有水平加劲肋与无水平加劲肋全焊节点位移差值出现突变,且有水平加劲肋时,全焊节点转角随着所施弯矩的增大近似呈指数变化;无论有无水平加劲肋,Mises应力值从悬臂梁自由边缘到梁柱连接节点逐渐增大,梁与柱连接节点的Mises应力值较大,柱腹板节点域的Mises应力值最大。对比发现,有水平加劲肋时,悬臂梁及柱腹板节点域的Mises应力明显小于无水平加劲肋时的。由此可见,水平加劲肋可有效提高刚性梁柱全焊节点的承载能力,并有效防止节点处应力集中。 相似文献
16.
根据矿山工业考核，针对应用最普遍的Φ４０ｍｍ球齿钎头在设计、生产、使用中暴露出的问题，侧重其几何结构参数方面，提出了两种比较适合沉底式感应钎焊固齿工艺和我国材料与钎具工业现状的布齿方案，希望对促进小直径球齿钎头的进步和进一步开拓国内外钎具市场有所裨益。 相似文献
17.
This paper presents the results of an experimental work in order to evaluate the performance of a novel proposed retrofitting technique on a typical dome‐roof adobe building by shaking table tests. For this purpose, two specimens, scaled 2:3, were subjected to a total of nine shaking table tests. The unretrofitted specimen, constructed by common practice, is designed to evaluate seismic performance and vulnerability of dome‐roof adobe houses. The retrofitted specimen, exactly duplicating the first specimen, is retrofitted based on the results obtained from unretrofitted specimen tests, and the improvement in seismic behavior of the structure is investigated. Zarand earthquake (2005) Chatrood Station is selected as the input ground motion that was applied consecutively at 25, 100, 125, 150 and 175% of the design‐level excitation. At 125% excitation level, the roof of the unretofitted specimen collapsed due to the walls' out‐of‐plane action and imbalanced forces. The retrofitting elements consist of eight horizontal steel rods drilled into the walls, passed through the specimen and bolted on the opposite wall surfaces. To improve walls in‐plane seismic performance, welded steel mesh without using mortar, covered less than half area of walls on the external face of the walls, is used. In addition to strain gauges for recording steel rod responses, several instrumentations including acceleration and displacement transducers are implemented to capture response time histories of different parts of the specimens. The corresponding full‐scaled retrofitted prototype tolerated peak acceleration of 0.62 g almost without any serious damage. Copyright © 2016 John Wiley & Sons, Ltd. 相似文献
18.
云南东川望厂组熔结凝灰岩锆石SHRIMP U Pb年龄及其意义 总被引：3，自引：0，他引：3
本文报道了云南东川地区望厂组中熔结凝灰岩锆石的SHRIMP U-Pb年龄。其中自形结构、环带清晰锆石的不一致曲线与谐和线上交点的207Pb/206Pb年龄分别为2317±13Ma(n=13,MSWD=3.3),13个点的加权平均年龄为2299±14Ma(n=13,MSWD=5.9),表明望厂组地层的沉积时代为古元古代早—中期。东川地区下四组地层与滇中昆阳群(黄草岭组—美党组)和四川会理群(淌塘组—天宝山组)的沉积时代相差近1.0Ga。为了区别于昆阳群和会理群,建议对本区下四组地层(洒海沟组、望厂组、菜园湾组、平顶山组)独立建群,即汤丹群。汤丹群是目前为止康滇地区已发现的最古老的地层建造之一,经历过古元古代中期的挤压过程(东川运动)和古元古代末期的拉张过程,可能是相对于扬子古陆核独立存在、并构成早—中元古宙Columbia超级大陆的一个小的古老陆块。 相似文献
19.
20.
The calculation of the deformation caused by shear and tensile faults is necessary for the investigation of seismic and volcanic
sources. The solution of the two-dimensional problem of a long inclined shear fault in two welded half-spaces is well known.
The purpose of this note is to present the corresponding solution for a tensile fault. Closed-form analytical expressions
for the Airy stress function for a tensile line source in two welded half-spaces are first obtained. These expressions are
then integrated analytically to derive the Airy stress function for a long tensile fault of arbitrary dip and finite width.
Closed-form analytical expressions for the displacements and stresses follow immediately from the Airy stress function. These
expressions are suitable for computing the displacement and stress fields around a long inclined tensile fault near an internal
boundary. 相似文献