首页> 外文会议>ASME Pressure Vessels and Piping Division/K-PVP conference;PVP2010 >NON-LINEAR CREEP-BUCKLING ANALYSIS: AN APPROACH BASED ON WRC-443 FOR DEVELOPMENT OF ALLOWABLE COMPRESSIVE STRESSES IN COKE DRUMS
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NON-LINEAR CREEP-BUCKLING ANALYSIS: AN APPROACH BASED ON WRC-443 FOR DEVELOPMENT OF ALLOWABLE COMPRESSIVE STRESSES IN COKE DRUMS

机译:非线性蠕变屈曲分析:基于WRC-443的焦炭罐允许压应力发展方法

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Coke Drums are critical equipment in refineries due to variable temperature and pressure. The temperature is also very high and coke drums works in the creep range for some duration of one full cycle. In the present study, a coke drum is subjected to pressure - temperature reversal with each cycle of 48 hours duration. Temperature and pressure varies from 65 to 495 °C and 1.72 to 4.62 bar, respectively. Design temperature of 510 °C and total Operating Weight of coke drum is 2500 tons. The skirt is to be check against the operating weight, operating pressure & wind load/earthquake load at high temperature which causes the compressive stresses in skirt. The phenomenon of creep along with buckling plays a very crucial role in failure of skirt of coke drums. In addition to this, the skirt is provided with slots at specific pitch all around circumference to induce flexibility for fatigue which weakens the skirt for compressive loading. The material of construction is 1.25Cr-0.5Mo. The temperature limit of 1.25Cr-0.5Mo is 482 °C as per external pressure chart & Appendix-3 of ASME Section II, Part D. Design temperature of coke drum is 510 °C& as design temperature is exceeding the temperature limit, allowable compressive stress from ASME Section II, Part D, Subpart 3 can not be used for design. Thus, an allowable compressive stress for 1 Hr and 100,000 Hr has been developed using Non-linear creep-buckling analysis with WRC-443 to check the skirt against induced compressive stresses.The isochronous curve including accumulated creep strain has been developed for 1 Hr & 100,000 Hr using API 579-1/ASME FFS-1 2007. Non-linear creep buckling analysis at 1 Hr & 100,000 Hr has been carried out in ANSYS using isochronous stress-strain curve as material properties. An induced stress in skirt obtained from analysis has been used in WRC-443 for calculation allowable compressive stress in skirt. An allowable compressive stress works out to be 227.8 MPa & 86.8 MPa at 1 Hr and 100,000 Hr, respectively.
机译:由于温度和压力的变化,焦炭鼓是炼油厂的关键设备。温度也很高,焦炭鼓在蠕变范围内工作一个完整周期的一段时间。在本研究中,焦炭塔在每个48小时的循环中都经历了压力-温度逆转。温度和压力分别在65至495°C和1.72至4.62 bar之间变化。设计温度为510°C,焦炭塔的总运行重量为2500吨。应检查裙板的工作重量,工作压力以及高温下的风载荷/地震载荷,这会引起裙板的压应力。蠕变和屈曲现象在焦炭鼓裙部的失效中起着至关重要的作用。除此之外,裙部在圆周上设置有以特定间距的槽,以引起疲劳的柔韧性,这削弱了裙部的压缩载荷。结构材料为1.25Cr-0.5Mo。 1.25Cr-0.5Mo的温度极限为482°C(根据外部压力表和ASME第II部分D部分的附录3。)焦炭塔的设计温度为510°C,并且当设计温度超过温度极限时,允许压缩ASME第II部分D部分第3部分中的应力不能用于设计。因此,已通过使用WRC-443的非线性蠕变屈曲分析开发了1 Hr和100,000 Hr的允许压应力,以检查裙板是否引起了压应力。 使用API​​ 579-1 / ASME FFS-1 2007已开发出包括累积蠕变应变的等时曲线,其范围为1 Hr和100,000 Hr。使用等时应力分析,在ANSYS中以1 Hr和100,000 Hr进行了非线性蠕变屈曲分析。应变曲线作为材料特性。通过分析获得的裙边感应应力已在WRC-443中用于计算裙边的允许压应力。在1 Hr和100,000 Hr下,允许的压缩应力分别为227.8 MPa和86.8 MPa。

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