首页> 外文会议>ASME international conference on ocean, offshore and arctic engineering >DEVELOPMENT OF CYLINDER TYPE CONCRETE FPSO WITH TANGERINE-SHAPED CROSS-SECTION
【24h】

DEVELOPMENT OF CYLINDER TYPE CONCRETE FPSO WITH TANGERINE-SHAPED CROSS-SECTION

机译:橙皮异形圆柱型混凝土FPSO的研制

获取原文

摘要

Concrete platforms have proven to be a viable offshore solution for deep-water projects according to the documented performance of over 40 years [1]. Since concrete has resistance to seawater corrosion, reduced maintenance costs and motions, concrete structures have become attractive to the offshore oil and gas industry [2, 3]. There are many floating concrete structures such as barge, ship, platform and LNG/LPG terminals. While most concrete offshore platforms are the fixed structures, floating concrete platforms have been used for drilling, extraction /storage and production units for oil and gas including heavy lifter. There are two representative floating concrete facilities on the Norwegian shelf, Troll B and Heidrun A [4, 5]. Troll B is the first concrete semi-submersible product unit and Heidrun A is the floating concrete tension leg platform. The concrete FPSO (Floating Production Storage and Offloading), however, was assessed to be inferior to the steel FPSO in respect of feasibility. In this study, an optimization design of the cross-section for cylinder shaped concrete platform is presented in order to promote the feasibility of a concrete hull for an FPSO. Optimal aspect ratio (depth to diameter) with economic analysis is examined and tangerine-shaped section which can utilize the excellent material properties of the concrete in compressive strength is developed. Exterior wall having a small curvature are applied to transmit the load to interior bulkhead. A parametric sensitivity study was conducted to find the optimal curvature of the exterior wall. Subsequently, an arch-shaped wall is applied to center wall in order to improve the upper and lower tension force caused by bending moment. The tendon was placed in the center of any cross-section, taking into account the tensile force that can be caused by additional asymmetric loads. The effect of tangerine shaped cross-section can be clearly identified by comparing the results with the circular shaped cross-section.
机译:根据40多年的文献记载,混凝土平台已被证明是用于深水项目的可行的海上解决方案[1]。由于混凝土具有抗海水腐蚀的能力,降低了维护成本并降低了运动,混凝土结构已成为海上油气行业的诱人工具[2,3]。有许多浮动混凝土结构,例如驳船,轮船,平台和LNG / LPG码头。尽管大多数混凝土海上平台是固定结构,但浮动混凝土平台已被用于钻井,开采/储存以及石油和天然气(包括重型起重器)的生产单元。挪威架子上有两个有代表性的浮动混凝土设施,巨魔B和海德伦A [4,5]。巨魔B是第一个混凝土半潜式产品单元,海德润A是浮动混凝土张力腿平台。然而,就可行性而言,混凝土FPSO(浮动产品存储和卸载)被认为不如FPSO。在这项研究中,提出了圆柱状混凝土平台横截面的优化设计,以提高用于FPSO的混凝土船体的可行性。通过经济分析研究了最佳的长径比(深度与直径),并开发了可利用混凝土优异抗压强度的橘形截面。具有小曲率的外壁被施加以将负载传递到内部舱壁。进行了参数敏感性研究,以找到外墙的最佳曲率。随后,将拱形壁施加到中心壁,以改善由弯矩引起的上下张力。考虑到可能由其他不对称载荷引起的拉力,将筋腱放置在任何横截面的中心。通过将结果与圆形横截面进行比较,可以清楚地识别出橘形横截面的效果。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号