基于强度折减法的海底隧道强震破坏机理

将强度折减法引入强震作用下的海底隧道衬砌结构安全稳定性研究,利用FLAC3D软件建立了海底隧道-岩土体-海水相互作用的强度折减法数值模型,综合考虑海底隧道衬砌在强震作用下的位移、剪应变增量和塑性区变化,确定了海底隧道衬砌局部破坏的极限平衡状态和整体破坏的极限平衡状态,分析了海底隧道衬砌在强震作用下的破坏机理。结果表明:海底隧道衬砌在水平地震波的作用下,主要是围岩变形导致隧道衬砌破坏;隧道衬砌破坏位置发生在右侧侧墙中部,破坏形式为剪切破坏;隧道衬砌局部破坏的极限安全系数为1.47,整体破坏的极限安全系数为1.8,2种安全系数的极限状态可对应结构设计中的正常使用极限状态和承载力极限状态。研究成果可为海底隧道衬砌设计提供理论依据。     

低温跨声速风洞设计中的真实气体效应研究

风洞以低温气体为介质运行时,气体会表现出热力和热值的不完全,风洞回路气体流动参数计算需要考虑低温真实气体效应。计算给出了氮气介质在温度100～323 K、压力100～450 kPa范围压缩性因子和比热比的变化规律,并通过将等熵膨胀系数引入一维完全气体流动方程,发展了低温跨声速风洞气流流动参数计算分析模型,获得了跨声速风洞高速运行时气流液化温度和压力的组合边界包络线。对比分析结果表明：在低温跨声速风洞的运行压力(115～450 kPa)和温度(110～323 K)范围内,基于等熵膨胀系数计算得到的气体流动状态参数的理论计算值与气体真实物理解的偏差小于1%,完全可满足低温跨声速风洞工程设计需求。     

风洞现场电磁干扰测量研究

根据风洞现场测控系统的特点,对风洞现场的电磁干扰测量方法和技术进行研究,并在风洞中进行试验,得到了相关的试验数据．通过对数据的分析可以得出：影响风洞现场测控系统的电磁干扰源主要是大功率变频装置,耦合途径为空间辐射和电源线传导．     

Blast resistance evaluation of urban utility tunnel reinforced with BFRP bars

To improve corrosion-resistance of shallow-buried concrete urban utility tunnels(UUTs),basalt fiber reinforced polymer(BFRP)bars are applied to reinforce UUTs.As the UUT must have excellent survival capability under accidental explosions,a shallow-buried BFRP bars reinforced UUT(BBRU)was designed and constructed.Repetitive blast experiments were carried out on this BBRU.Dynamic responses,damage evolutions and failure styles of the BBRU under repetitive explosions were revealed.The tunnel roof is the most vulnerable component and longitudinal cracks develop along the tunnel.When the scaled distance is larger than 1.10 m/kg1/3,no cracks are observed in the experiments.When the BBRU is severely damaged,there are five cracks forming and developing along the roof.The roof is simplified as a clamped-supported one-way slab,proved by the observation that the maximum strain of the transverse bar is much larger than that of the longitudinal bar.Dynamic responses of the roof slab are predicted by dynamic Euler beam theory,which can consistently predict the roof displacement under large-scaled-distance explosion.Compared with the UUT reinforced with steel bars,the BBRU has advantages in blast resistance with smaller deflections and more evenly-distributed cracks when the scaled distance is smaller than 1.260 m/kg1/3 and the steel bars enter plastic state.Longer elastic defamation of the BFRP bars endows the UUT more excellent blast resistance under small-scaled-distance explosions.