共查询到19条相似文献,搜索用时 234 毫秒
1.
2.
超高分子量聚乙烯纤维增强塑料(UFRP)层合板具有良好的抗侵彻性能,但受温度影响明显,其热损伤的临界温度仅为147℃.为了避免火灾产生的高温使UFRP层合板失去抗弹性能,设计了以船用钢为前/后面板,SiO2气凝胶毡为隔热层,UFRP层合板为抗弹层的复合抗弹结构.在A60耐火等级标准条件下,对复合抗弹结构的有限元模型进行瞬态热分析,探索了复合抗弹结构内部的温度分布与SiO2气凝胶毡隔温层厚度的关系.根据有限元仿真结果,近一步对SiO2气凝胶毡隔热层厚度为20 mm的复合抗弹结构单元开展耐火试验.结果表明:SiO2气凝胶毡具有良好的隔热性能,在A60耐火等级标准条件下,保持复合抗弹结构中UFRP层合板抗弹性能完好所需的SiO2气凝胶毡隔热层厚度至少为20 mm. 相似文献
3.
《中国舰船研究》2016,(5)
为研究高强聚乙烯在高温条件下使用的适用性,以及SiO_2气凝胶毡和陶瓷棉的隔温性能,提出SiO_2气凝胶毡/陶瓷棉与高强聚乙烯紧密贴合无间隙复合舱壁结构的方案,对结构单元进行模拟标准火源的耐火试验研究,分析耐火材料的失效模式以及不同耐火材料厚度对夹芯结构的影响规律,探讨复合结构舱壁在满足耐火要求的前提下面密度和结构整体厚度的实用性。试验结果表明:适当厚度的SiO_2气凝胶毡和陶瓷棉均具有较好的耐火隔温性能,适当增加隔温层厚度能明显提高复合舱壁结构的热防护效果;达到相同隔温效果所需要的SiO_2气凝胶毡比陶瓷棉薄,就面密度和结构整体厚度而言,SiO_2气凝胶毡更有优势;在带陶瓷的夹芯结构中,陶瓷也能起到一定的隔温作用,综合优化此复合舱壁结构能有效提高舰船舱壁的防护性能。 相似文献
4.
《舰船科学技术》2017,(9)
超高分子量聚乙烯纤维增强塑料(UFRP)层合板具有良好的抗侵彻性能,但受温度影响明显,其热损伤的临界温度仅为147℃。为了避免火灾产生的高温使UFRP层合板失去抗弹性能,设计了以船用钢为前/后面板,SiO_2气凝胶毡为隔热层,UFRP层合板为抗弹层的复合抗弹结构。在A60耐火等级标准条件下,对复合抗弹结构的有限元模型进行瞬态热分析,探索了复合抗弹结构内部的温度分布与SiO_2气凝胶毡隔温层厚度的关系。根据有限元仿真结果,近一步对SiO_2气凝胶毡隔热层厚度为20 mm的复合抗弹结构单元开展耐火试验。结果表明:SiO_2气凝胶毡具有良好的隔热性能,在A60耐火等级标准条件下,保持复合抗弹结构中UFRP层合板抗弹性能完好所需的SiO_2气凝胶毡隔热层厚度至少为20 mm。 相似文献
5.
为了检验SiC陶瓷和SiO2气凝胶的耐热和隔热效果,对其结构单元进行了高温高速气流的模拟冲击实验。结果表明SiC陶瓷层和SiO2气凝胶层具有很好的耐热和隔热性能。SiC陶瓷耐热性能稳定;SiO2气凝胶的隔热效果随着表面温度的升高越来越显著。模拟时间内,热量仅渗透到SiO2气凝胶一半的厚度,且随着时间的延长,热量渗透速率明显趋于缓慢。研究结果表明,综合利用SiC陶瓷的耐热特性和SiO2气凝胶的隔热性能,该复合能有效保护金属背衬结构。 相似文献
6.
《中国舰船研究》2017,(3)
[目的]为确保研究的新型防护装甲结构在大型舰船上顺利安装,充分提高安装效率以及发挥防护效果,开展了大型舰船新型防护装甲的装舰工艺研究。[方法]以"纳米二氧化硅(SiO_2)气凝胶/抗弹陶瓷/高强聚乙烯(PE)/纳米SiO_2气凝胶"典型复合装甲为研究对象,对该复合装甲进行模型设计、材料和设备选型以及局部1∶1模型制作工艺的研究。探讨新型复合装甲在焊接过程中,高温对高强聚乙烯的响应以及在实船上安装工艺的可靠性。[结果]试验结果表明,焊接所产生的高温对高强聚乙烯无影响。[结论]研究的新型防护装甲安装工艺流程具有可行性、操作性较好、精度可控、质量可检查、可靠性好等特点,是一种可行的装舰工艺方案。 相似文献
7.
为防御高速破片侵彻,设计以玻纤为面板、PVC泡沫与高强聚乙烯为芯层的复合结构,利用数值方法研究其抗侵彻性能,分析破片侵彻过程以及探讨破片速度、PVC泡沫和高强聚乙烯在芯层中的位置及其对复合结构抗弹性能的影响。结果表明:破片侵彻过程中,前置玻纤发生剪切破坏;PVC泡沫若在高强聚乙烯前发生剪切破坏,在高强聚乙烯后发生压缩破坏;高强聚乙烯发生剪切和拉伸破坏,后置玻纤发生拉伸破坏。结构吸能随破片速度增加而增加;PVC泡沫要置于高强聚乙烯纤维后才能够充分发挥PVC泡沫压缩吸能特性。 相似文献
8.
9.
本文旨在利用代理模型技术实现高强聚乙烯-负泊松比效应复合结构抗侵彻性能的快速预报,首先对高强聚乙烯层合板抗弹片侵彻数值仿真方法进行验证,建立可靠的高强聚乙烯-负泊松比效应复合结构抗侵彻数值仿真模型,并构建了其弹道极限快速预报的代理模型;分析了不同的代理模型方法和采样方式对代理模型精度的影响规律。结果表明,相较多项式响应面和径向基函数代理模型,Kriging代理模型的预报精度最高,最大相对误差为18.1%,归一化均方根误差为8.8%,相关系数为0.85;正交设计试验方法较拉丁超立方采样方式更适合复合结构弹道极限速度预报,本文为侵彻载荷下结构动态响应快速预报研究提供了参考。 相似文献
10.
以世界上较为通用的破片模拟弹作为高强聚乙烯层合板的防御对象,利用高速摄影技术得到了破片的具体侵彻过程,并通过弹道试验,得到了弹道极限和剩余速度的试验值。试验后的靶板变形模式和吸能机理表明:高强聚乙烯层合板在弹道极限附近的防护效率最高。根据试验结果拟合得到了不同面密度下的靶板弹道极限和剩余速度的经验公式,并比较了经验公式和经典公式计算值与试验结果,前者与试验结果吻合较好。 相似文献
11.
12.
《船舶与海洋工程学报》2015,(2)
This paper presents an analytical scheme for predicting the collapse strength of a flexible pipe, which considers the structural interaction between relevant layers. The analytical results were compared with a FEA model and a number of test data, and showed reasonably good agreement. The theoretical analysis showed that the pressure armor layer enhanced the strength of the carcass against buckling, though the barrier weakened this effect. The collapse strength of pipe was influenced by many factors such as the inner radius of the pipe, the thickness of the layers and the mechanical properties of the materials. For example, an increase in the thickness of the barrier will increase contact pressure and in turn reduce the critical pressure. 相似文献
13.
14.
15.
This article studies the structural response of a 6.0” flexible pipe under pure tension considering intact and damaged conditions. In the damaged condition, several wires of the tensile armor layers are assumed to be broken. A three-dimensional nonlinear finite element (FE) model devoted to analyze the local mechanical response of flexible pipes is employed in this study. This model is capable of representing each tensile armor wire and, therefore, localized defects, including total rupture, may be adequately represented. Results from experimental tests validate the FE predictions and indicate a reduction in the axial stiffness of the pipe, a non-uniform redistribution of forces among the remaining intact wires of the damaged tensile armor layers and high stress concentrations in the wires near the broken ones. Moreover, the FE model indicates that significant normal bending stresses may arise in the pressure armor and inner carcass due to an uneven pressure distribution on these layers. Finally, the results obtained are employed to estimate the pull out capacity of the studied flexible pipe. 相似文献
16.
The constructive disposition of metallic and plastic layers confers flexible pipes with high and low axial stiffness respectively when tensile and compressive loads are applied. Under certain conditions typically found during deepwater installation or operation, flexible pipes may be subjected to high axial compression, sometimes accompanied by bending. If not properly designed, the structure may not be able to withstand this loading and fails. From practical experience observed offshore and in laboratory tests two principal mechanisms, which will be discussed in this paper, have been identified regarding the configuration of the armor wires. When the pipe fails by compression the armor wires may exhibit localized lateral or radial deflections, consequently permanent damage is observed in the armor wires with a sudden reduction of the structure’s axial stiffness. The pressure armor may also unlock, thus causing potential fluid leakage.In this work a finite element model is developed to estimate the critical instability load and failure modes. An axi-symmetric model is constructed employing a complex combination of beam and spring elements. For each armor layer only one wire needs to be modeled, hence the computational cost is minimized without compromising the phenomenon characterization. A parametric case study is performed for a typical flexible pipe structure, where the friction coefficient between the wire armors and the external pressure are varied, and the critical instability loads and failure modes are obtained and results are discussed. 相似文献
17.
18.