共查询到17条相似文献,搜索用时 125 毫秒
1.
2.
3.
对含有表面缺陷的钢制气瓶进行了“人工楔块”疲劳止裂试验研究。在此基础上就含缺陷结构的几各止裂技术进行了分析比较。从研究止裂机理的角度出发,提出了每种方法的应用场合,并就其止裂效果作了初步比较评价,指出了用于压力容器和管道上止裂的合理方法。 相似文献
4.
5.
6.
聚乙烯压力管道在低温时易出现裂纹快速扩展,其破坏一般都具有突发性,难以预防。本文采用小尺寸稳态试验方法,测试了在不同温度下,裂纹扩展长度随压强的变化情况,同时也测试了在不同压强下,裂纹扩展长度随温度的变化情况。通过计算分析,确定了裂纹快速扩展的临界压强和临界温度。给出了影响该试验结果的因素如温度、压力、介质、裂纹扩展速度及裂纹尖端的流体减压等。并通过试验测试了焊缝以及套筒对塑料管道开裂的影响。最后给出了塑料管道在实际运行中的一些具体的止裂措施。 相似文献
7.
8.
管道是二氧化碳捕集、利用和封存(carbon capture, utilization, and storage,CCUS)技术产业链中输运大量二氧化碳(CO2)的最优方式,但其在运行中具有意外泄漏风险。本文从实验和计算机模拟两个方面综述了国内外开展CO2管道泄漏减压、断裂扩展的研究进展,分析了相态、管材、埋地条件等初始状态对裂纹扩展规律的影响。阐述了状态方程、杂质因素、理论模型对开展实验和模拟计算研究的影响。归纳了适用于建立减压波预测模型的状态方程,开展流固耦合研究的理论方法和模拟仿真软件,设计CO2输运管道参考的技术文档。总结了当前CO2管道泄漏减压、断裂扩展控制研究方面需深入研究的科学问题,展望了亟待开展的研究内容,包括构建多元混合物状态方程在三相点、相间线的计算模型;探究裂纹裂间处CO2热物性质与裂纹断裂扩展的耦合关系;建立管道止裂准则,开发、优化CO2输运管道专用止裂器。 相似文献
9.
《中国石油和化工标准与质量》2016,(20)
通过物理实验和数值模拟相结合的方式,研究了水平缝螺旋射孔条件下的裂缝起裂、扩展规律。根据水平缝地层的地应力大小和实验条件的相似准则确定物理实验方案,利用大尺寸真三轴实验装置对水平缝的起裂、延伸进行物理模拟;依据损伤力学原理,利用有限元法对部分实验的裂缝起裂、扩展进行数值模拟。结果表明:60°相位角、高密度射孔可以小范围降低水平缝的破裂压力;压裂过程中,井筒附近可能产生多点起裂,但是随着压裂过程的进行,只有最上面射孔位置或者最下面射孔位置的1条裂缝能继续向前延伸形成主裂缝,其他裂缝止裂。数值模拟结果与实验结果相一致,证明实验结果合理。 相似文献
10.
介绍了某冶炼厂针对水玻璃易堵塞管道的问题对水玻璃输送管道改进的情况.通过在水玻璃的输送管道上新增弯管状的氮气管道、自动阀和逆止阀,并设置压力联锁,利用氮气对管道内的水玻璃进行吹扫,解决了在暂停输送水玻璃或生产系统停车检修期间管道内壁结晶导致管道堵塞的问题,避免了频繁更换水玻璃输送管道,有利于生系统能够有效、稳定地处理烟... 相似文献
11.
Pipe extruded from polyethylene of strength class PE100 was tested using the ISO 13477 Small Scale Steady State “S4” method, to investigate the effect of frozen‐in stress on rapid crack propagation (RCP). It was found that the lower the residual stress, the lower the S4 critical temperature TcS4 for RCP. Different experimental thermal treatments were used to independently modify residual stresses and crystallinity, to study the separate effects on RCP. It was found that the effect of crystallinity was less significant than that of residual stresses. It has previously been suggested that the residual stress influence on TcS4 is determined by the balance of two mechanisms: additional stored strain energy prior to fracture helps to drive the crack, while the closing moment after fracture helps to close the flaring pipe wall. Tests on annealed specimens suggested that the first effect dominates, especially soon after crack initiation. However, the observed effect seems too large to be explained by this mechanism, and we suggest that the observed benefit from annealing may be better explained by a change in crack front shape. POLYM. ENG. SCI., 2013. © 2012 Society of Plastics Engineers 相似文献
12.
对混凝土预制双裂隙板试件进行了双轴压缩试验,研究了裂隙倾角以及岩桥倾角对双裂隙的扩展演化影响.通过在裂隙尖端贴放应变片,分析了裂隙扩展与应力应变关系,探讨了裂隙尖端应变集中对裂隙扩展演化的作用规律.试验结果表明,裂隙倾角以及岩桥倾角对裂隙的扩展、贯通有较大影响.实验结果共观测到7种裂纹贯通模式(T1和T2;S1和S2;TS1、TS2和TS3)及两种贯通失败模式(剪切失败和拉伸-剪切失败),且随着岩桥角的增加,裂纹贯通模式由剪切裂纹贯通到翼型-剪切复合式贯通,然后再到翼形裂纹贯通逐渐转化.应力应变曲线与裂隙扩展贯通密切相关,拉应变集中是翼形裂纹产生的原因,而压应变集中则是引起剪切裂纹产生的原因. 相似文献
13.
A simple intrinsic measure for rapid crack propagation in bimodal polyethylene pipe grades validated by elastic–plastic fracture mechanics analysis of data from instrumented Charpy impact test
下载免费PDF全文
![点击此处可从《Polymer Engineering and Science》网站下载免费的PDF全文](/ch/ext_images/free.gif)
Rudy A.C. Deblieck D.J.M. van Beek Mary McCarthy Petra Mindermann Klaas Remerie Beate Langer Ralf Lach Wolfgang Grellmann 《Polymer Engineering and Science》2017,57(1):13-21
Conventional test procedures, such as the S4 test to analyze the resistance against rapid crack propagation (RCP) of plastic pipe materials are characterized by usage of a lot of material, are far from saving of time and they are‐in need of special experimental set‐ups. Therefore, in the last decade, small‐scale accelerated reliable tests (SMART) are developed ‐ worldwide to overcome the disadvantage of such conventional tests. In this article, fracture mechanics based analysis of instrumented Charpy impact test data for a set of bimodal high‐density polyethylene pipe grades are compared with data of the conventional Charpy impact test. From this comparison the Charpy impact strength at ?30°C comes forth as a robust reproducible measure of the resistance to RCP and it is therefore proposed as a SMART method to rank materials with respect to RCP resistance. POLYM. ENG. SCI., 57:13–21, 2017. © 2016 Society of Plastics Engineers 相似文献
14.
J. E. Bitter T. J. Lardner W. Grayeski G. C. Prakash J. Lawrence 《The Journal of Adhesion》1997,63(4):265-284
Fatigue (slow) crack growth in epoxy/glass, epoxy acrylate/glass and epoxy/PMMA interfaces was studied under constant and cyclic loading at both high and low humidities using the interfacial, four-point flexure test. Finite element analysis was used to determine the energy release rate and phase angle appropriate for the different crack geometries observed. The experimental results show that for the polymer/glass interfaces, the primary driving force for fatigue crack growth is the applied energy release rate at the crack tip and that increasing test humidity enhances crack growth under constant loading but has an insignificant effect under cyclic loading. At low humidity the crack growth rates under cyclic loading are significantly greater than under constant loading. For epoxy/PMMA interfaces the crack growth results were independent of the applied energy release rate, relative humidity, and cyclic vs. constant loading, within experimental scatter. In addition, for polymer/glass interfaces the effect of phase angle (13 to 54°) on crack growth rates is not significant. However, for epoxy/PMMA interfaces the applied energy release rate for the initiation of crack growth is considerably greater for a phase angle of 66° than for 5°, indicating that increasing shear at the crack tip makes the initiation of crack growth more difficult. These results are discussed in terms of possible mechanisms of fatigue crack growth at polymer adhesive interfaces. 相似文献
15.
通过4根玄武岩纤维筋与4根钢筋再生混凝土无腹筋梁的受剪试验,研究采用100%粗骨料取代率的再生混凝土梁的裂缝开展、破坏等情况;分析不同纵筋类型下,剪跨比、纵向配筋率和混凝土抗压强度对梁开裂荷载、极限承载力和跨中挠度变化的影响。比较中国规范(GB 50608—2010)、美国规范(ACI 440.1R-06)、加拿大规范(CSA.S 806-12)中规定的计算方法对玄武岩纤维筋再生混凝土梁受剪承载力的适用性。研究结果表明:钢筋再生混凝土梁的受力性能类似于传统的钢筋混凝土梁,而玄武岩纤维筋再生混凝土梁在荷载作用下,裂缝扩展较快且宽度更大;中国规范(GB 50608—2010)对试验梁抗剪承载力的计算值过于保守,美国规范(ACI 440.1R-06)最为接近,加拿大规范(CSA.S 806-12)次之。 相似文献
16.
通过硬度测试 ,金相检验 ,断口分析等方法 ,对循环泵轴断裂原因进行了分析。结果表明 ,循环泵轴的失效方式为多裂纹源疲劳断裂 ,轴的表面有一圆弧过渡区 ,表面加工刀痕较明显 ,造成尖锐的缺口 ,使应力集中增大 ,易于裂纹产生 ,成为裂纹源 ,内螺纹应力集中处也是萌生的裂纹源的场所。轴的组织为网状铁素体加索氏体组织 ,疲劳抗力低 ,易于疲劳裂纹的扩展。疲劳裂纹扩展到临界尺寸时 ,轴的断面已不能承受给定载荷时 ,轴瞬间断裂 相似文献