爆炸荷载作用下砌体结构响应的有限元分析

对墙体模型进行简化,用单个混凝土砖块宽度的墙来代替所要分析的整面墙,并采用有限元分析软件LS-DYNA对砌体墙的破坏模式进行数值模拟分析。LS-DYNA的数值模拟结果显示,混凝土砌体墙在不同爆炸荷载作用下会发生不同程度的破坏,破坏的产生首先从墙体中部开始;随着爆炸荷载峰值的提高,砌体墙的破坏逐渐由中间向两端发展,当爆炸荷载峰值压力达到0.36 MPa及以上时,墙体会发生破坏,有块体飞出,并在重力作用下发生倒塌。数值模拟的结果与文献提供的试验结果比较吻合。     

输水隧道在行波激励下的三维地震反应分析

随着大规模调水工程的建设,穿越软土地区的浅埋输水隧道的抗震性能的重要性愈加突出,这就涉及到地震动的输入问题。而对于空间尺度很大的大型输水隧道,地震动输入的空间变化特性即多点输入对输水隧道的地震响应产生重要的影响。所以在考虑了衬砌-水体-围岩的相互作用的同时,还考虑了地震波有限波速传播所引起的行波效应及不同地震动激励方向对三维输水隧道的地震动的影响。结果表明:与地震动一致输入相比,行波效应将对输水隧道的地震响应产生不利的影响。     

圆形和直墙拱形地下隧道地震反应数值模拟对比分析

考虑土与结构动力相互作用的影响,将地基土—地铁区间隧道结构体系视为平面应变问题,建立了土—地铁区间隧道非线性动力相互作用的有限元分析模型,对圆形和直墙拱形隧道的地震反应进行了数值模拟;分析了在相同的埋深和场地条件的情况下不同隧道结构形式在不同地震动作用下的应力、加速度和相对水平位移反应特性。结果表明:圆形隧道结构的应力和相对水平位移反应明显小于直墙拱形隧道。从抗震设计角度考虑,选择隧道形状时应优先采用圆形隧道。     

调整已有地震动拟和规范反应谱人造地震动方法比较

利用已有的地震记录调整得到拟和规范反应谱的人造地震动的方法越来越得到广泛的认可和应用。常用的方法包括比较粗略的比例调整法、比较精确的调整傅里叶幅值谱法、基于小波变换的调整方法和时域内叠加小波函数的方法等。本文详细介绍了各种谱拟和方法的原理以及实现过程中的难点;通过算例分析,对各种方法的优缺点进行了探讨。结果表明:当已有地震动反应谱与规范反应谱相差较大时,可先采用比例调整法粗调,然后再采用其他三种比较精确的方法继续进行调整;后三种方法都能快速地由实际地震动时程纪录得到拟和规范反应谱的人造地震动时程,并一定程度上保留原始时程的非平稳特征;相比之下,时域内叠加小波函数的方法精度最高,调整完后不用进行基线调整,是一种值得推荐的方法。     

板壳结构在声振联合试验下的振动响应耦合分析

目的 研究具有工程实践意义的板壳组合结构在声振联合作用下的响应预测方法。方法 在噪声试验、振动试验和声振联合试验响应曲线的基础上,分析板壳组合结构在噪声和振动同时激励下的响应耦合规律,并根据噪声试验和振动试验的响应极值包络法,来预测在声振联合试验作用下板壳结构的响应分布。结果 声振联合试验响应曲线近似于噪声试验和振动试验的最大值包络线,噪声的面激励和随机振动的基础激励在不同的频率范围内对结构响应起着主要影响。试验件的噪声试验和振动试验响应曲线在给定的频率点出现相交,小于交越频率的声振联合试验响应与振动试验高度吻合,高于交越频率的响应则以噪声试验为主。结论 在工程实际中,可以直接利用振动试验和噪声试验的响应数据对声振联合试验的响应进行预测。由于交越频率难以事先获得,因此响应叠加法在实践中更易于实现。     

Experimental study on the characteristics of the strong boiling induced by pressure relief at the top of vertical vessels

In this study, the strong boiling process of a superheated liquid induced by pressure relief at the top of a vertical vessel was experimentally investigated. Through monitoring the response of the pressure at the top of the vessel and the full field morphology of the two-phase flow, the correlations between the pressure rise and the two-phase flow as well as the trend of the characteristic pressure values under different discharge areas and filling rates were analyzed. The results indicated that the expansion of the mist-like two-phase flow, which was generated due to the strong boiling and bubble collapse, was the direct reason for the two pressure rebounds at the top of the vessel. And under the effect of the intermittent expansion of the two-phase flow, the pressure rising rate in the second rebound stage fluctuated. When the discharge area changed, the characteristic pressure values presented different relativeness under different filling rates. In addition, the average pressure rising rate during the second pressure rebound process presented an exponential growth with the increase of the discharge area, and the exponent coefficient decreased with the increase of the liquid filling rate.     

Experimental research of the dynamic behavior of the natural gas suspension pipeline aerial crossing during pigging process

Suspension pipeline aerial crossings (SPAC) are mainly used to carry pipeline segments over large obstacles that are not suitable for trenchless technologies. It may suffer great vibrations and displacements during the pigging process due to the dynamic pigging loads and insufficient constraints from cables. Based on similarity criteria, an experimental scale model based on the Nujiang natural gas SPAC was designed and established. The vibration and displacement of the scale model were measured under different pigging velocities and liquid deposit volumes. The experimental results reveal that the natural gas SPAC vibrates during the pigging process, but the displacement versus time forms a U curve instead of a sinusoidal like curve. The extremum of the displacement is positively related to the pigging velocity and liquid deposit volume. In particular, the extremum increases by 0.37% with a 1% increase in the pigging velocity, while the displacement increases by 0.62% with a 1% increase in the liquid deposit volume. Under certain pigging conditions, or with damaged constraint components, the displacement extremum could be unacceptable. A low pigging velocity and a short time interval between two pigging operations are suggested to guarantee the safety of the natural gas SPACs. Besides, based on the experimental data, an empirical formula is developed to obtain the SPAC displacement-time curve with consideration of the span length, the pipeline diameter, the pigging velocity, the length and holdup of the liquid column. This formula can help to determine a suspicious displacement overrun, and to develop a data basis for choosing a safe pigging scheme of SPACs. This research provides insightful information to understand the mechanism of the SPAC's dynamic response as well as a practical tool to calculate the SPAC's displacement during the pigging process.     

内拱顶储罐内初始火灾自动灭火系统性能试验研究

为及时有效地抑制石油储罐内发生火灾后的初始火焰,防止火势蔓延后造成更为严重的连锁爆炸事故,研发1种由火灾快速探测系统和快速喷粉系统组成的快速灭火系统,并通过进行性能试验对此系统在石油储罐内的灭火效果进行验证。结果表明:火焰探测系统在探测器距火焰5 m范围内检验并输出报警信号的时间小于50 ms;快速喷粉装置在装粉量为5 kg时,可在310 ms内完成阀门开启至喷粉结束的整个过程。灭火系统可快速检测到火焰并使灭火剂快速有效地达到灭火点,避免火灾发生,具有一定工程应用价值。     

连续曝气下河水水质及睡莲生理响应的季节变化

采取现场实验方法,在春、夏、秋三季测定了6个睡莲(Nymphaea tetragona L.)植物净化槽(曝气、非曝气)中睡莲的叶绿素(Chl)、可溶性蛋白(SP)含量与过氧化物酶(POD)、过氧化氢酶(CAT)活性,氮磷积累、生物量、根长、茎高、叶长、分蘖数、根密度等生物学指标及对应的水质常规理化指标,探讨了连续曝气下睡莲的生理响应及河水水质的季节变化。结果表明,连续曝气明显影响了睡莲的生理特性,导致净化槽中水质发生相应变化,且影响程度与睡莲生长状况的季节变化相关。曝气槽中睡莲植物的根长、茎高、叶长较短,叶片Chl-a、Chl-b、SP含量下降,而根组织POD、CAT活性升高,氮磷积累、生物量下降,分蘖数、根密度下降;春、夏季曝气对睡莲的影响相对较小,曝气槽中TN、NH4+-N浓度低于非曝气槽,而TP、溶解性P浓度明显升高;秋季曝气对睡莲的影响较严重,曝气槽中TN、NH4+-N、TP、溶解性P浓度均高于非曝气槽。研究结论为在污染河道生态修复工程实践中,针对水生植物生长状况的季节变化而进行曝气方式调节提供理论依据。     

基于SWAT模型的汉江流域水资源对气候变化的响应

汉江流域未来的气候变化趋势和对水资源的影响,将直接关系到南水北调工程和引江济汉工程的使用和效益。因此,分析研究汉江流域水资源对气候变化的响应特点,可为地面调水、空中水资源开发、应对气候变化的不利影响和更好地保护南水北调中线水源区的水资源提供科学依据。以1971～2000年为基准期,应用SWAT模型对汉江流域基准期内的逐月径流进行了模拟;在30 a基准期径流模拟的基础上,以全球变化背景下可能出现的25种不同气候变化模式为假设条件,模拟出各假设气候变化模式下汉江流域水资源状况,获得了各气候变化模式下汉江流域水资源相对于基准期的变化率,研究了汉江流域水资源对气候变化的响应程度。结果表明：模型模拟精度高于评价标准（〖WTBX〗Ens>05,r2>06〖WTBZ〗）,SWAT模型适用于汉江流域的径流模拟;不同气候变化情景下,汉江流域径流变化较实际蒸散发的变化明显;降水对地表径流、基流的影响要大于气温;气温对实际蒸散发的影响大于降水;降水增加或气温降低都会导致径流增加,而降水增加或气温增加都会导致实际蒸散发的增加.