共查询到20条相似文献,搜索用时 31 毫秒
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The pipe elbows with hydrogen assisted large-scale delamination revealed in 40-years operated lateral pipelines located behind the compressor station were investigated. The crack on the external surface of the pipe elbow above the delamination was observed. The causes of the material degradation were studied by non-destructive testing using ultrasound thickness meter, microstructure observing, hydrostatic pressure testing, and mechanical properties characterization. The degradation degree of the pipe elbow steel was higher than of the straight pipe steel regardless of a section was tensioned or compressed. Basing on the tensile tests carried out on the cylindrical standard smooth and proposed circular notched specimens it was established that the plasticity of the operated steel could be measured correctly only on the specimens with a notch due to localisation of deformation in the cross section. The limitations in using elongation and reduction in area for characterization of plasticity of the pipe steel with extensive delamination were established. A special short transverse specimen for impact toughness measurement of pipelines steels was designed, fracture plane in which was parallel to the delamination plane. The extremely low KCV values were obtained under designed specimens testing, which correctly characterized brittle fracture resistance of material along structure fibers and a sensitivity of pipe steel to delamination as well. The two stages of in-service degradation of metal, deformation aging and multiple damaging, were analysed, and two substages of the second one were distinguished: dissipated disoriented damaging and damaging oriented in rolling direction. 相似文献
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K. J. Nix N. Knee T. C. Lindley G. G. Chell 《Fatigue & Fracture of Engineering Materials & Structures》1988,11(3):205-220
Abstract— Investigations into tearing-fatigue have been performed using three point bend specimens made of mild steel. A computer controlled testing machine was used which could maintain constant cyclic displacement ranges, or constant cyclic energy input ranges, and hence provide a range of crack tip driving force conditions. Fatigue crack growth rates were measured and compared with the predictions of a model based on the linear summation and non-interaction of fatigue and ductile tearing growth rates. The effects of fatigue crack growth on monotonic crack growth resistance properties were investigated. It is concluded that there is no significant interaction between these two crack propagation mechanisms in this steel. Crack growth rate equations governing propagation in the tearing-fatigue regime are given. 相似文献
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本文设计并开发了一套微机测试系统,实现了对气波制冷机接受管中瞬间变化的压力数值的实时测量,真实地反映了压力值,同时排除了现场的一些干扰信号,准确地表达了管中激波能量被削弱后的压力变化情况。 相似文献
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为克服现有摩擦摆支座聚四氟乙烯(TEFLON)摩擦面承压能力低和缺乏竖向抗拔功能的不足,对课题组的专利产品—竖向抗拔摩擦摆支座进行了力学性能研究。论文首先介绍了支座的基本构造,并建立了支座的理论模型。为验证理论模型的合理性,设计了竖向承载力3000kN铜基面的摩擦摆支座,并对其进行试验研究。试验测定了竖向抗拔摩擦摆支座滑动面间的摩擦系数,考察了竖向压力和滑移速度对摩擦系数与滞回性能的影响。结果表明:铜基面摩擦摆支座在正弦简谐激励作用下的滞回曲线为平行四边形,与传统摩擦摆支座的滞回曲线具有相同的特征,呈刚塑性;铜基摩擦摆支座的摩擦系数的平均值在0.096-0.109间;滞回曲线的测试结果与数值模拟数据吻合较好,验证了理论模型的合理性。 相似文献
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The premature failure of two forged and induction hardened low alloy steel work rolls used for cold rolling of high and medium carbon steel was investigated. Microhardness profiles indicated that the values of the effective induction hardening depth for both rolls are below the user's requirement. Tensile testing results of the core of the rolls indicated that the tensile and yield strengths are also below the manufacturer's requirements, the latter being 50% below the minimum requirements. The microstructure of the spalling surface presented tempered martensite, dispersed chromium carbides and spheroidised pearlite. The presence of spheroidised pearlite may have promoted the sub-superficial nucleation of rolling contact fatigue cracks. The heat-treatment schedule should be optimised in order to increase the depth of the hardening layer and the mechanical properties of the core, so that the contact fatigue life of the rolls can be improved. 相似文献
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压力容器钢及其焊接接头高速冲击韧性研究 总被引:1,自引:0,他引:1
在自行设计的高速冲击韧性测试系统上 ,采用预制疲劳裂纹的标准Charpy冲击试样 ,测试了常用压力容器钢I6MnR及其焊接接头的动态冲击韧性 ,研究了高加载速率条件下材料的断裂韧性特征 ,分析了加载速度、接头匹配性质和试验温度对动态冲击韧性的影响。研究结果表明 :焊缝金属对冲击加载速度最敏感 ,热影响区次之 ;焊接接头的匹配性质对冲击断裂韧性有较大的影响 相似文献
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包装件压力试验机计算机测控系统 总被引:4,自引:2,他引:2
针对YE-50包装件压力试验机落后的测控系统,提出一种基于压力和位移闭环控制的计算机测控系统。根据测得的压力、位移和设定值,通过模糊控制输出驱动伺服阀实现了压力试验时的恒速控制和堆码试验时的恒力控制。并实时显示力——位移及应力——应变曲线。文中还对模糊控制器的实验整定方法进行了探讨。 相似文献
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《IEEE transactions on instrumentation and measurement》1978,27(3):294-295
Efficient data acquisitions from analog signals of very different bandwidths require that each analog signal be sampled at a different rate. This paper proposes an A/D controller which has been implemented on an Analogic 5800 data acquisition system. The host computer is a PDP 11/45 with a DR11-C interface (see Fig. 1). Essentially, this programmable controller sorts out the sequencing of eight different analog channels. The sampling rate of each channel is independently set by software from 10 to 255 ps in I-its increments. Once the controller is programmed, it will control the A/D itself. The host computer programs the controller according to the user's instructions. The sampling rate of each analog channel may be independently set by software from 10 to 250 ps. Then the controller sets out the appropriate sequencing of the data collections on the analog channels, sorts out conflicts, and sees that information is stored properly in the host computer. 相似文献
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This paper offers recommendations regarding test set-ups and measurement systems that can be used for laboratory evaluation and field testing of lateral pressure exerted by flowable concrete and self-consolidating concrete (SCC). Test results indicate that pressure sensors placed flush with the inner surface of the formwork can be used to assess the lateral pressure exerted by plastic concrete. The pore-water pressure resulting from the fluid phase of concrete can be evaluated using pore-water pressure sensors similar to the ones employed in soil mechanics. The sensors can be attached at different heights onto rigid formwork system to monitor changes in pressure with time.Sono-tubes made of cardboard are found not to be suitable for monitoring concrete pressure variations because of their flexibility which leads to erroneous values. A pressure column was developed to evaluate lateral pressure and its variations with time exerted by fresh SCC for heights of up to 10 m. Another system consisting of strain gages welded onto steel anchored bars inserted in the formwork was tested and compared to the pressure transducers system. 相似文献
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Shin‐ichi Komazaki Ryuichiro Jojima Nanna Muraoka Shuhei Nogami Masayuki Kamaya Chiaki Hisaka Masaharu Fujiwara Akito Nitta 《Fatigue & Fracture of Engineering Materials & Structures》2020,43(3):444-456
A new fatigue testing technique, the small bulge fatigue (SBF) test using a small disk‐type specimen with flat and concave surfaces, was developed in this study. In the technique, a cyclic oil pressure could be alternatively applied to both specimen surfaces at the frequency of 10 Hz. After some verification tests for the displacement and strain measurements, type 316 austenitic stainless steel specimens were subjected to a preliminary test using this newly developed testing technique. As a result, the SBF test results (S‐N curve) were in good agreement with those of conventional fatigue tests by defining fatigue life as the number of cycles to the sudden drop in oil pressure because of fracture. 相似文献
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核电材料在模拟反应堆环境中应力腐蚀破裂测试技术与性能评价 总被引:1,自引:0,他引:1
杨武 《理化检验(物理分册)》1996,32(5):7-12
简要介绍了采用慢应变速率试验,U型弯曲和C形环试验等技术,分别对800合金,304和316及316Ti不锈钢A533B压力容器用多在模拟核反应堆环境中的应力腐蚀破裂敏感性性进行的试验研究的一些主要结果;并结合电化学测试和表面膜俄歇电子能谱分析结果进行了讨论。 相似文献
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Letia Blanco Stuart Taylor Kirk Wiggins 《Journal of Failure Analysis and Prevention》2011,11(5):478-480
A ceramic substrate bonded to an electronic sensor was reported to crack during thermal testing between −46 and +71 °C. Initially,
this was assumed to occur at high temperature because of the thermal expansion of a polymer pad under the sensor. However,
further investigations indicated that fracture was also occurring at low temperature. This was surprising since the suspected
cause of fracture was pressure exerted by the polymer pad under the ceramic. This polymer pad has a coefficient of thermal
expansion much greater than any other component. Conventional wisdom suggests that this failure would happen only during expansion
of the pad during high temperature phases of temperature cycling. Subsequent dynamic thermal analysis revealed that differential
contraction of the steel clamp fasteners was causing pressure to be exerted on the ceramic during the initial phase of the
cold cycle. In addition, lateral constraint of the polymer pad caused pressure to rise to counterintuitive levels. An alteration
of the geometry of the pad proved to be the simplest and most economical solution. This was confirmed by subsequent testing. 相似文献
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《Cement and Concrete Composites》2005,27(1):103-109
A ribbed rebar or rock bolt, grouted with Portland cement is the most common type of reinforcement in geomechanical projects such as tunnels, rock slopes and foundations. Due to the frictional nature of the bond slip the normal stress acting on the rebar is the most important parameter controlling the bond capacity of the reinforcement. The more the confining stress, the higher would be the mobilized load bearing capacity of the system. To quantify this effect, series of laboratory tests were designed to study the effect of confining pressure on the bond capacity. A modified triaxial Hoek cell (usually used for testing the strength of rock samples under radial confining pressure) was used to facilitate application of a “constant radial confining pressure” to the grouted sample while pulling the bolt axially through the cement annulus. During test, axial load and displacement of the bolt as well as the radial dilation of the grout was recorded and stored in computer using a data acquisition system. The results show a non-linear relation between the increase of bond capacity and confining pressure. The radial dilation is quantified also as a function of confining pressure. A peak-residual behaviour is also a characteristic of these results which shows the importance of limiting the deformation of rock blocks to avoid entering into the post peak range of the reinforcement with low values of bond. 相似文献
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Study on high-temperature naphthenic acid corrosion and erosion-corrosion of aluminized carbon steel
High-temperature naphthenic acid corrosion (NAC) and erosion-corrosion (NAEC) behaviors of pack-aluminized carbon steel have been investigated in laboratory to evaluate the resistance of aluminized layer to the NAC and NAEC. A field erosion-corrosion test of 700 days was also performed in an oil refinery. Parallel tests were carried out for carbon steel. It was found that the aluminized steel exhibited a better NAC resistance only at early testing stage than the carbon steel in high total-acid-number (TAN) environment. The NAC resistance degraded rapidly with increasing testing time, and became even worse than that of the carbon steel at final testing stage, accompanying a step-like or lamellar spallation in the aluminized layer. In low TAN environment, the aluminized steel exhibited a much better resistance to both the NAC and NAEC in comparison with the carbon steel. Similarly a good erosion-corrosion resistance was found for the aluminized steel in actual oil-refining environment although relatively serious erosion-corrosion attack simultaneously took place in the aluminized layer. Based on the above results, possible NAC and NAEC mechanisms for the aluminized steel are discussed. 相似文献