共查询到20条相似文献，搜索用时 31 毫秒
1.
开展武钢生产的X65管线钢在琼海、江津、青岛5年大气暴露腐蚀试验,得到了X65管线钢在三地的大气腐蚀速率的数据,实验结果表明试验钢在琼海站耐蚀性最好,江津站次之,青岛站最差。分析环境因素得出影响材料耐腐蚀性能的关键因素是SO2沉积率、H2S含量和SO2-4含量。通过数据回归拟合,得出X65管线钢在三个实验站的腐蚀规律均符合公式D=A·tn。 相似文献
2.
The European Structural Integrity Assessment Procedure(SINTAP) was applied to the assessment of welded joints of the API 5L X65 pipeline steel with an assumed embedded flaw and surface flaw at the weld toe. At default level (level 0), the assessment point was established by estimating fracture toughness value KIC conservatively from Charpy energy test data. At the same time, the analysis level 1 (basic level)was applied based on the fracture toughness CTOD. Then the two assessment levels were compared. The assessment results show that all assessment points are located within the failure lines of analysis levels 0 and 1. So the welded joint of the pipeline is safe. It can be concluded that the assessment based on Charpy absorbed energy is practicable when other fracture toughness data are not available, or cannot be easily obtained. The results are conservative. 相似文献
3.
结合装置实例,对碳素钢液碱罐及碱渣管线的腐蚀原因及腐蚀机理进行了分析,探讨了温度、碱液浓度、应力等引起碱脆破裂的影响因素,提出了相应的预防措施,并通过实践应用,有效地避免了因应力腐蚀而引起的泄漏。 相似文献
4.
赵连华 《常熟理工学院学报》2007,21(2):31-33
裂纹的应力应变状态对结构的断裂影响很大,是钢结构断裂分析和设计中研究的重点。由于一般构件的几何形状和荷载状态复杂,难于对裂纹尖端的应力应变状态得到理论解。本文利用ANSYS软件对受拉平板裂纹尖端三维应力状态进行了有限元分析,获得了钢结构裂纹尖端的应力分布规律。 相似文献
5.
应力腐蚀断裂是焊接结构断裂失效的重要原因之一,这种断裂失效呈脆断特点,易导致灾难性后果.探讨应力腐蚀裂纹的产生、开裂的机理及其影响因素,并提出控制焊接结构发生应力腐蚀断裂的措施. 相似文献
6.
XU Jing-jing WU Yi-min School of Electromechanical Engineering Automation Shanghai University Shanghai China 《上海大学学报(英文版)》2000,(Z1)
l lgtroductionIt is well known that the safety of pipeline systemsfor transpofting oil or gas is very important in the oil orgas industry, and it will be a catastTophe if an accidentoccurs. Howevef, there are a lot of methods for ensuringthe safety of such pipeline systems, for instance,TopRAM program['] (TransCanada Pipeline RiskAssessment Model), IAP program['] (The integrityAssessment Program), In-line inspection tools for crackdetection in gas and liquid pipeline['l etc. The safety … 相似文献
7.
Wang Haijiang Hu Shutao 《上海大学学报(英文版)》1998,2(3):241-245
１ＩｎｔｒｏｄｕｃｔｉｏｎＣａｔｈｏｄｉｃｐｒｏｔｅｃｔｉｏｎｉｓａｎｕｓｅｆｕｌｍｅｔｈｏｄｔｏｐｒｅｖｅｎｔｓｔｅｅｌｓｔｒｕｃｔｕｒｅｓｆｒｏｍｃｏｒｏｄｉｎｇｉｎｍａｒｉｎｅｅｎｖｉｒｏｎｍｅｎｔ．Ｔｈｉｓｍｅｔｈｏｄｈａｓｂｅｅｎｗｉｄｅｌ... 相似文献
8.
退化钢筋混凝土桥梁概率耐久性评估方法 总被引：1，自引：0，他引：1
提出了考虑时间、空间变异特性的退化钢筋混凝土桥梁耐久性概率评估的随机有限元方法.首先,通过考虑钢筋与混凝土之间时变的粘结滑移关系及腐蚀钢筋的应力应变关系,采用弥散裂纹方法对退化钢筋混凝土桥梁进行有限元分析.然后,提出了退化钢筋混凝土桥梁耐久性概率评估的随机有限元分析方法,基于文献及现场调查的数据,采用蒙特卡罗仿真方法对... 相似文献
9.
Three-way pipes, T and Y pipes, are very important connecting components in pipeline systems, their strength are related to the
safety of pipelines. In the case that crack is not detected in the three-way pipe, ANSYS finite element program version 5.6 is applied to study
the stress distribution of the three-way pipe and to obtain the optimum fillet radius in the crotch region of the two pipes. The reasonable
intersection angle φ of the two pipes is also obtained. In the case that a surface crack is detected in the three-way pipe, the maximum stress
intensity factor (SIF) near the front of the surface crack is studied. 相似文献
10.
赵连华 《洛阳工业高等专科学校学报》2007,17(1):15-17
缺口的应力应变状态对结构的断裂影响很大,是钢结构断裂分析和设计中研究的重点.由于一般构件的几何形状和荷载状态复杂,难于对缺口尖端的应力应变状态得到理论解.利用ANSYS软件对受拉平板缺口尖端三维应力状态进行了有限元分析,获得了钢结构缺口尖端的应力分布规律. 相似文献
11.
研究目的：预测保护层开裂的时间以及分析锈胀参数
研究方法：基于混凝十的各向异性损伤,建立考虑钢筋腐蚀产物混凝十三者不同力学性能的钢筋锈胀导致保护层开裂的数学模型。模型考虑了腐蚀产物对钢筋混凝土界面区的孔隙和混凝十开裂裂缝的填充效应,采用了非线性分析算法,预测了开裂过程中每一时刻混凝土构件的应变与位移场以及混凝土保护层开裂时间,最后将模型预测值与试验值进行对比。
1.当混凝土出现裂缝之后,随着腐蚀产物对裂缝的填充,混凝土的环向拉应变的增长速率减缓;2.选定钢筋的型号、直径以及混凝土的强度之后,可通过增大保护层的厚度来减小钢筋锈胀开裂的风险。 相似文献
12.
Civil and Hydraulic Engineering Calculation of corrosion rate for reinforced concrete beams based on corrosive crack width简 总被引：1，自引：0，他引：1
This paper deals with a correction method for corrosive crack width caused by non-uniform corrosion. Considering the corrosion cracking characteristics of a reinforced concrete structure, a correction model of corrosive crack width involving the mutual impacts between adjacent measuring points is established. The calculation model for steel bar corrosion rate for single point is obtained through quantitative analysis and accelerated corrosion tests on more than 70 reinforced cubic members. Two methods are suggested by combining two models, the correction and the corrosion calculation ones. Electrolyte accelerated cor- rosion tests on seven beams are carried out to verify these methods. The experimental results show that the ratio between the maximum corrosion rate by the indirect method and the measured average value ranges from 1.4 to 2.4, and the indirect method is shown to be an effective method for calculating the maximum corrosion rate. 相似文献
13.
在轴向承载十字焊接头疲劳试验的基础上,用一种新的有限元数值计算模型,并考虑多种影响因素的情况下拟合了两种裂纹类型的应力强度因子表达式,从而为焊接件的疲劳强度研究提供了有益的途径． 相似文献
14.
EFFECT OF CORROSION ON BOND BEHAVIOR AND BENDING STRENGTH OF REINFORCED CONCRETE BEAMS 总被引：1，自引：0，他引：1
ＩＮＴＲＯＤＵＣＴＩＯＮＴｈｅｒｅｉｓｇｒｏｗｉｎｇｃｏｎｃｅｒｎｆｏｒｃｏｒｒｏｓｉｏｎｄａｍ ａｇｅｉｎｒｅｉｎｆｏｒｃｅｄｃｏｎｃｒｅｔｅ (ＲＣ)ｓｔｒｕｃｔｕｒｅｓｗｉｔｈｓｅｖｅｒａｌｄｅｃａｄｅｓ’ｓｅｒｖｉｃｅ.Ｔｈｅｒｅｉｎｆｏｒｃｅｍｅｎｔｃｏｒ ｒｏｓｉｏｎｏｆＲＣｃｏｎｓｔｒｕｃｔｉｏｎｓｐｒｏｂａｂｌｙｉｓｔｈｅｍｏｓｔｓｉｇｎｉｆｉｃａｎｔｐｒｏｂｌｅｍａｎｄｏｕｔｗｅｉｇｈｓｏｔｈｅｒｆｏｒｍｓｏｆｄｅｔｅｒｉｏｒａｔｉｏｎ .ＳｔｕｄｉｅｓｂｙＰｅａｔｔｉｅｅｔａｌ.( 1 9… 相似文献
15.
龙靖华 《安徽广播电视大学学报》1999,(4)
依据有关的试验结果,探讨了钢筋砼结构中砼表面裂缝和钢筋处裂缝宽度及钢筋锈蚀三者之间的关系,并分析了钢筋产生锈蚀的原因,认为以砼表面裂缝宽度作为钢筋锈蚀的度量标准不尽合理,控制钢筋处裂缝宽度防止钢筋的局部锈蚀较为有效 相似文献
16.
基于ANSYS的应力强度因子计算 总被引：1，自引：0，他引：1
利用大型有限元分析软件ANSYS并基于"位移外推"法进行应力强度因子的计算,其实现方法有两种:一种是采用1/4节点单元模拟裂纹尖端奇异性,由ANSYS直接给出应力强度因子值;另一种是先计算出靠近裂纹尖端处节点的位移或应力,再线性拟合,这种方法不一定要考虑奇异性,只需使网格足够精细即可。文章通过实例介绍了这两种方法求解应力强度因子的过程和技巧,并将计算结果与理论分析结果进行了比较,表明两种方法均可行。 相似文献
17.
X100管线钢屈服强度在690MPa以上,为了实现钢管埋弧焊缝的高强度高韧性匹配,研制了与X100管线钢相匹配的WS01焊丝,该焊丝匹配大西洋CHF105焊剂,焊接接头抗拉强度810MPa,20℃冲击功,焊缝的弯曲、硬度实验结果均达到AP15L钢管标准要求。 相似文献
18.
以某常减压装置含缺陷管道为研究对象,采用超声相控阵检测方法对管道焊接接头进行无损检测,确定管道缺陷类型和尺寸,根据GB/T 19624—2019推荐的安全评定方法对管道缺陷进行安全评定,通过改变缺陷的大小和间距,探究缺陷类型、尺寸和相互位置对管道安全评定的影响,结果表明：裂纹缺陷单独存在时,缺陷高度对安全评定影响最大;未焊透缺陷单独存在时,缺陷长度对安全评定影响最大;两条缺陷共存时,随着缺陷间距S的增大,缺陷处应力先缓慢增大后快速减小并逐步趋于稳定,但是由于管道中缺陷数量增加,导致两条单独存在时均安全的缺陷在共存时可能造成管道不安全。 相似文献
19.
There is growing concern for corrosion damage in reinforced concrete structures with several decades’ service. Pullout tests
and beam tests were carried out to study the effect of reinforcement corrosion on the bond behavior and bending strength of
reinforced concrete beams. The bond strength of plain bars and concrete initially increases with increasing corrosion, then
declines. The turning point depends on the cracking of the concrete cover. The bond strength of deformed bars and concrete
increases with corrosion up to a certain amount, but with progressive increase in corrosion, the bond strength decreases,
and the cracking of the concrete cover seems to have no effect on the bond strength. On the basis of test data, the bond strength
coefficient recommended here, which, together with the bond strength of uncorroded steel bars and concrete, can be used to
easily calculate the bond strength of corroded steel bars and concrete. The bond strength coefficient proposed in this paper
can be used to study the bond stress-slip relationship of corroded steel bars and concrete. The bending strength of corroded
reinforced concrete beams declines with increasing reinforcement corrosion. Decreased bending strength of corroded RC beam
is due to reduction in steel bar cross section, reduction of yield strength of steel bar, and reduction of bond capacity between
steel bar and concrete.
Project supported by Cao Guanbiao Key Technology Development Founding of Zhejiang University and Construction Ministry of
China. 相似文献
20.
The fracture behavior of a ceramic reinforced metal-base coating prepared by high velocity arc spraying (HVAS)technology in three-point bending test was studied.Moreover,finite element analysis(FEA)was adopted to analyze the stress distribution in the crack front.It can be found that the crack norrnal to the interface in the coatings occurred at the location where a fixed moment of force was reached.So the critical moment can be taken as thecoating cracking criterion,which was confirmed by FEA results.In addition,the stress levels at three different locations where cracks occurred near the interface are almost the same.The results will provide reference for the design of coatings and the structure integrity evaluation of coating/substrate systems. 相似文献