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介绍了模块化造船这种先进的船舶设计建造技术,对模块化设计的内涵和几种造船模块进行了阐述,并对玻璃钢游艇的设计制造提出了一种新的分类思想,将玻璃钢游艇按水上和水下部分分别分类,对新船东的要求可以按照模块组合的方式迅速提交船东需要的船型和上层建筑布置,同时对船厂的玻璃钢游艇建造走向规模化提供了良好的指导。 相似文献
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玻璃钢游艇的船体制造环节不仅是游艇制造的基础,而且对安全有着重要影响,本文主要介绍了船体制造工艺检验环节中的重点,论述了玻璃钢材料力学性能的重要性,并提出了检验中的改进意见与建议。 相似文献
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针对如何提高玻璃钢游艇和渔船的市场竞争能力问题,本文从玻璃钢渔船的结构设计、游艇的性能设计方面来论证其技术可行性与其经济性的关系;同时从建造工艺性与材料的选用等方面来探讨技术性与经济效益的内在联系。 相似文献
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研究了国内外玻璃钢单板的性能标准,分析了ISO12215-5:2008标准对手糊成型玻璃钢单板性能的评价体系及与国内现有规定相比的优点。借助大量的调研,评估了ISO标准对国内玻璃钢行业技术水平的适用性,推出了CCS(中国船级社)2009版《材料与焊接规范》关于玻璃钢单板性能的修订建议案。 相似文献
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The stress concentration factors (SCFs) in uniplanar fibre-reinforced polymer (FRP) DKT joints are calculated under five axial loading conditions to determine the maximum SCFs. To this end, 108 finite element models of reinforced DKT joints with different FRPs and geometrical parameters are analysed. Available experimental data and formulas are used to validate the finite element models. The validated finite element models are utilized to investigate the effects of the FRP parameters along with different geometrical parameters on the stress concentration factors in uniplanar DKT joints. The simulations show a reduction of the maximum SCF by around 40% compared to unreinforced DKT joints. The reduction effect increases significantly with increasing the FRP thickness and the number of layers. Despite the notable efficacy of the FRP sheets on the drop of the SCFs in the X-connections, there is not any study or equation on the X-joints with FRP. Therefore, a precise equation is proposed for quantifying the SCFs in X-connections with FRP and is checked against the UK DoE acceptance standard. 相似文献
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Stress concentration factors (SCFs) in steel tubular T/Y-connections strengthened with fiber reinforced polymer (FRP) are investigated. In the first step, a finite element (FE) model was developed and verified using data of several available experimental tests and empirical formulas. After that, 134 FE models of T/Y-joints with and without FRP were created and analyzed under in-plane bending (IPB) load. In the FE models, the contact between the FRP layers and the members (chord, brace, and weld) was defined. Results showed that the increase of the FRP layer number leads to the notable decrease of the SCFs. Also, the SCFs of a T/Y-joint reinforced with FRP can be down to 40% of the SCF of the corresponding unreinforced joint. Finally, FE results were used to propose two parametric formulas for determining the SCFs in the T/Y-joints strengthened with FRP subjected to IPB load. The proposed formulas were checked according to the UK Department of Energy acceptance criteria. 相似文献
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This paper presents a parametric study on the stress concentration factors (SCFs) on the chord member in tubular X-connections reinforced with fiber reinforced polymer (FRP) under out-of-plane bending moment. For this aim, a FE model was generated and validated using several available experimental tests. After that, a set of 276 FE models was created to evaluate the effect of the FRP (layer number, orientation, and material) and joint geometry (γ, τ, and β) on the SCFs. In these FE models, the contact between the FRP sheets and the steel members (chord, weld, and braces) was modeled. Results indicated that the rise of the FRP laminate number causes a notable drop of the SCFs, especially in the connections with big γ. Moreover, the increment of the elastic modulus of FRP along the fibers causes a notable decrease of the SCF. Results showed that, for certain geometrical parameters set, the SCF in an X-connection retrofitted with carbon fiber reinforced polymer (CFRP) can be down to 23% of the SCF in the associated un-retrofitted connection. Despite the notable efficacy of the FRP sheets on the drop of the SCFs in the X-connections, there is not any study or equation on the X-connections with FRP. Therefore, an equation was proposed for quantifying the SCFs in the X-connections with FRP. 相似文献
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论述了千岛湖营运玻璃钢船艇建造质量和实际使用状况,通过对玻璃钢老化原理研究、取样测试、进坞检验等方式,分析造成千岛湖营运玻璃钢船艇实际使用寿命较短的原因。并针对性提出保护玻璃钢艇体结构、延长船艇安全使用寿命的意见,为海事、船检部门制定安全管理措施提供技术支持。 相似文献
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为解决海港工程中钢筋混凝土结构钢筋锈蚀问题,采用纤维增强塑料筋(FRP)代替传统钢筋,开展了不同配筋情况下FRP筋增强混凝土深梁的力学性能试验,对FRP深梁在荷栽作用下的截面特性、裂缝宽度、极限承载力和破坏形式等力学特性进行深入研究,为进一步在工程中开展应用提供了试验参考. 相似文献