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排序方式: 共有238条查询结果,搜索用时 218 毫秒
61.
西北地区煤炭资源十分丰富,但资源开发中存在着许多不利因素。本文在对西北地区煤炭资源从技术经济条件角度进行综合评价的基础上,对令后的资源开发潜力和存在问题进行了分析探讨,提出了一些认识和建议。  相似文献   
62.
In the present study, we simulated the reel-lay installation process of deepwater steel catenary risers(SCRs) using the finite element method and proposed multiaxial fatigue analysis for reeled SCRs. The reel-lay method is one of the most efficient and economical pipeline installation methods. However, material properties of reeled risers may change, especially in the weld zone, which can affect the fatigue performance. Applying finite element analysis(FEA), we simulated an installation load history through the reel, aligner, and straightener and analyzed the property variations. The impact of weld defects during the installation process, lack of penetration and lack of fusion, was also discussed. Based on the FEA results, we used the Brown-Miller criterion combined with the critical plane approach to predict the fatigue life of reeled and non-reeled models. The results indicated that a weld defect has a significant influence on the material properties of a riser, and the reel-lay method can significantly reduce the fatigue life of SCRs. The analysis conclusion can help designers understand the mechanical performance of welds during reel-lay installation.  相似文献   
63.
研究浅水半潜式大功率浮式风力机波浪载荷和气动力引起的基础结构疲劳损伤,揭示基础结构的疲劳损伤机理。采用谱疲劳损伤计算分析方法,以10 MW风力机为例,计算波浪载荷引起的热点应力及多种海况引起的疲劳损伤。采用叶素动量理论并基于所在海域的风速分布,计算叶轮转动引起的气动力及其引起的疲劳损伤。计算结果表明,对于半潜式三立柱浮式风力机,波浪载荷引起的基础结构应力远大于气动力引起的基础结构应力,基础结构损伤主要是由波浪载荷引起,气动力引起的浮式基础结构的损伤为10-3量级,而波浪载荷引起的损伤为10-1量级。  相似文献   
64.
Some Recent Advances on Ice Related Problems in Offshore Engineering   总被引:1,自引:0,他引:1  
This paper deals with several hot topics in ice related problems.In recent years,advances havebeen made on ice breaking modes,dynamic ice loads on offshore structures.ice-induced structural vibra-tions,fatigue and fracture by ice-structure interaction,and design of jackets in the Bohai Gulf.  相似文献   
65.
This paper proposes an enhanced approach for evaluating the fatigue life of each metallic layer of unbonded flexible risers. Owing to the complex structure of unbonded flexible risers and the nonlinearity of the system, particularly in the critical touchdown zone, the traditional method is insufficient for accurately evaluating the fatigue life of these risers. The main challenge lies in the transposition from global to local analyses, which is a key stage for the fatigue analysis of flexible pipes owing to their complex structure. The new enhanced approach derives a multi-layer stress-decomposition method to meet this challenge. In this study, a numerical model validated experimentally is used to demonstrate the accuracy of the stress-decomposition method. And a numerical case is studied to validate the proposed approach. The results demonstrate that the multi-layer stress-decomposition method is accurate, and the fatigue lives of the metallic layers predicted by the enhanced multi-layer analysis approach are rational. The proposed fatigue-analysis approach provides a practical and reasonable method for predicting fatigue life in the design of unbonded flexible risers.  相似文献   
66.
In the present study, we simulated the reel-lay installation process of deepwater steel catenary risers (SCRs) using the finite element method and proposed multiaxial fatigue analysis for reeled SCRs. The reel-lay method is one of the most efficient and economical pipeline installation methods. However, material properties of reeled risers may change, especially in the weld zone, which can affect the fatigue performance. Applying finite element analysis (FEA), we simulated an installation load history through the reel, aligner, and straightener and analyzed the property variations. The impact of weld defects during the installation process, lack of penetration and lack of fusion, was also discussed. Based on the FEA results, we used the Brown-Miller criterion combined with the critical plane approach to predict the fatigue life of reeled and non-reeled models. The results indicated that a weld defect has a significant influence on the material properties of a riser, and the reel-lay method can significantly reduce the fatigue life of SCRs. The analysis conclusion can help designers understand the mechanical performance of welds during reel-lay installation.  相似文献   
67.
This paper presents fatigue characteristic analysis of a deepwater steel catenary riser (SCR) under ambient excitations. The SCR involves complex nonlinear dynamic behaviors, especially at the touchdown point (TOP) where the riser first touches the seafloor. Owing to the significant interaction with soil, the touchdown zone is difficult to be modeled. Based on Lumped-Mass method and P-y curve, nonlinear springs are used to simulate the SCR-seabed coupled interaction. In case studies, an SCR's dynamic features have been obtained by transient analysis and the structure fatigue assessment has been carried out by S-N approach. The comparative analysis shows that the TOP is the key location where soil-riser interaction rises steeply and minimum fatigue life occurs. Parameters such as ocean environment loads, vessel motions, riser material and geometric parameters are discussed. The results indicate that the vessel motion is the principal factor for the structure fatigue lite distribution.  相似文献   
68.
高精度和高采样速率宽频带地震仪的地震观测表明,宽频带数字信号包含丰富的地壳运动和应力变化信息,但这些信息还有待进一步的挖掘。对2001-11-14昆仑山口西MS8.1地震前数日的乌鲁木齐、拉萨、恩施、昆明、西安5个台站的宽频带数字信号,在疲劳损伤分析理论的基础上进行分析和跟踪。结果表明,在昆仑山口西地震前数天,这些台站宽频带数字信号中所包含的相对应力成分都有一个明显上升的变化过程。  相似文献   
69.
采用有限体积流固耦合计算方法、非线性有限元热结构耦合分析方法和局部应变法研究大面积比铣槽喷管三维再生冷却槽道在循环工作条件下的热结构变形与低周疲劳寿命,并对比分析了冷却剂质量流量与入口温度对铣槽喷管疲劳使用寿命的影响。计算结果表明,铣槽喷管热结构响应呈现复杂的三维效应,应变较大位置主要分布在与肋连接的内衬区域,喷管中部的残余应变量最大;冷却槽道低周疲劳寿命分布和热结构响应基本一致,最小寿命位于喷管中部与肋相连的内衬区域燃气侧;随冷却剂质量流量增加,铣槽喷管低周疲劳寿命不断提高;随冷却剂入口温度增加喷管尾部低周疲劳寿命值不断降低,而喷管中前部的低周疲劳寿命值却不断提高,当冷却剂入口温度为280K左右时,本文的铣槽喷管总体使用寿命达到最大。   相似文献   
70.
张力腿平台关键部位疲劳可靠性分析   总被引:1,自引:0,他引:1  
为确保深海中张力腿(TLP)平台的安全可靠运行,研究了TLP平台关键部位的疲劳可靠性。首先建立了TLP平台的整体模型,结合中国南海海况,计算了波浪荷载。然后分析了用于平台疲劳可靠性研究的S-N曲线法和断裂力学方法,计算了不同工况下TLP平台的应力响应,确定了疲劳关键部位,建立了关键部位的中间局部模型和精细子模型。最后采用子模型技术,应用S-N曲线法和断裂力学方法对平台关键部位的疲劳可靠性指标进行了计算和分析。结果表明:平台立柱和浮箱连接部位上部角点的疲劳可靠性指标低于下部角点,但可以满足设计要求;应用断裂力学方法计算得到的疲劳可靠性指标与应用S-N曲线法计算得到的疲劳可靠性指标接近,且疲劳可靠性指标的最小值出现在相同的部位,表明分析结果合理,可以为TLP平台的安全评估提供参考。  相似文献   
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