安全防护设计是结构设计中需考虑的关键问题,进行极限工况下膜式空气弹簧(Rolling Lobe Air Spring,PLAS)的力学特性研究可为开展其安全保护设计奠定重要基础。计及橡胶气囊外径随弹簧高度变化影响,考虑圆弧段半径、直线段内锥角等关键...安全防护设计是结构设计中需考虑的关键问题,进行极限工况下膜式空气弹簧(Rolling Lobe Air Spring,PLAS)的力学特性研究可为开展其安全保护设计奠定重要基础。计及橡胶气囊外径随弹簧高度变化影响,考虑圆弧段半径、直线段内锥角等关键设计参量,建立了具有安全保护设计的膜式空气弹簧力学特性模型。试验结果表明,膜式空气弹簧结构参数最大相对误差为11.9%,极限工况时不同压强下静刚度相对误差均小于11%,承载力最大相对误差均小于6%,证明了所建立RLAS力学特性模型的正确性。进一步提出以力增益、刚度增益作为安全保护设计的量化表征指标,探明了极限工况下关键设计参量对RLAS力学特性、量化表征指标的影响规律。研究结果为设计阶段准确计算RLAS的安全保护能力提供了理论支撑。展开更多
In order to ensure the highest safety requirements, nuclear power plant structures (the containment structures, the fuel storages and transportation systems) should be assessed against all possible internal and extern...In order to ensure the highest safety requirements, nuclear power plant structures (the containment structures, the fuel storages and transportation systems) should be assessed against all possible internal and external impact threats. The internal impact threats include kinetic missiles generated by the failure of high pressure vessels and pipes, the failure of high speed rotating machineries and accidental drops. The external impact threats may come from airborne missiles, aircraft impact, explosion blast and fragments. The impact effects of these threats on concrete and steel structures in a nuclear power plant are discussed. Methods and procedures for the impact assessment of nuclear power plants are introduced. Recent studies on penetration and perforation mechanics as well as progresses on dynamic properties of concrete-like materials are presented to increase the understanding of the impact effects on concrete containment structures.展开更多
In the past, blast-resistant designs for structures were often constructed with massive type structural systems, which relied more on brute strength than on finesse to achieve the required blast resistance. However, s...In the past, blast-resistant designs for structures were often constructed with massive type structural systems, which relied more on brute strength than on finesse to achieve the required blast resistance. However, structures composed of COLD-FORMED steel components, such as sheet metal and metal studs, have shown great promise in providing blast resistance with the added benefits of low cost and ease of construction. Some examples of using such structures to provide containment for package handling facilities (PHF) are described in the paper for situations where blast containment is needed, such as a potential package bomb being discovered during the package vetting process. Results from tests and analytic data are used to illustrate aspects of design peculiar to such types of applications. Designs for specific capacities of PHF are described.展开更多
文摘安全防护设计是结构设计中需考虑的关键问题,进行极限工况下膜式空气弹簧(Rolling Lobe Air Spring,PLAS)的力学特性研究可为开展其安全保护设计奠定重要基础。计及橡胶气囊外径随弹簧高度变化影响,考虑圆弧段半径、直线段内锥角等关键设计参量,建立了具有安全保护设计的膜式空气弹簧力学特性模型。试验结果表明,膜式空气弹簧结构参数最大相对误差为11.9%,极限工况时不同压强下静刚度相对误差均小于11%,承载力最大相对误差均小于6%,证明了所建立RLAS力学特性模型的正确性。进一步提出以力增益、刚度增益作为安全保护设计的量化表征指标,探明了极限工况下关键设计参量对RLAS力学特性、量化表征指标的影响规律。研究结果为设计阶段准确计算RLAS的安全保护能力提供了理论支撑。
文摘In order to ensure the highest safety requirements, nuclear power plant structures (the containment structures, the fuel storages and transportation systems) should be assessed against all possible internal and external impact threats. The internal impact threats include kinetic missiles generated by the failure of high pressure vessels and pipes, the failure of high speed rotating machineries and accidental drops. The external impact threats may come from airborne missiles, aircraft impact, explosion blast and fragments. The impact effects of these threats on concrete and steel structures in a nuclear power plant are discussed. Methods and procedures for the impact assessment of nuclear power plants are introduced. Recent studies on penetration and perforation mechanics as well as progresses on dynamic properties of concrete-like materials are presented to increase the understanding of the impact effects on concrete containment structures.
文摘In the past, blast-resistant designs for structures were often constructed with massive type structural systems, which relied more on brute strength than on finesse to achieve the required blast resistance. However, structures composed of COLD-FORMED steel components, such as sheet metal and metal studs, have shown great promise in providing blast resistance with the added benefits of low cost and ease of construction. Some examples of using such structures to provide containment for package handling facilities (PHF) are described in the paper for situations where blast containment is needed, such as a potential package bomb being discovered during the package vetting process. Results from tests and analytic data are used to illustrate aspects of design peculiar to such types of applications. Designs for specific capacities of PHF are described.
