插装阀阀芯优化与仿真分析

插装阀在静止状态下，由于静摩擦的原因，导致阀芯与阀套出现卡滞现象；在运动状态下，由于压差和阀芯微偏移的原因造成阀芯与阀套发生磨损；为此提出一种新型的带有导流槽的插装阀阀芯。基于缝隙流动和液压卡紧分析，建立插装阀阀芯与阀套间隙的CFD优化仿真模型，通过N-S方程、伯努利方程和卡紧力方程联立得到阀芯与阀套间卡紧力的推导公式。基于CFD仿真模拟分析，比较新型阀芯与原阀芯不同模型间隙的切线应力、压力分布规律，结果表明：在入口压力为12 MPa时，原阀芯的切线应力在12 000 Pa上下波动，大于新型阀芯切线应力4 200 Pa；在入口压力为8 MPa时，原阀芯的切线应力在7 200 Pa上下波动，大于新型阀芯切线应力3 000 Pa；且原阀芯切线应力的波动范围远大于新型阀芯。新型阀芯在阀套间的受力更加平稳，磨损更小。研究结果为插装阀优化以及减少能量损失和改善润滑条件提供理论指导和依据。     

腐蚀管道剩余寿命的性能衰减模型研究

管道在长期的运行过程中，由于介质和土壤的腐蚀性，管材的微塑性变形、结构转变和渗氢等。不仅会使管道出现各种腐蚀损伤，而且还存在着老化效应和氢化作用，导致管材的脆变并改变材料的塑性，使机械性质参数发生衰退，从管材性能衰减和腐蚀损伤角度研究了管道的剩余寿命，提出了根据结构承载能力的极限值确定塑性变形时工作寿命的方法，为了确定剩余使用寿命，对剪切损伤率和屈服性能比等概念进行定义，在掌握管材金属剪切损害率和屈服性能比的时间特性基础上，建立了剩余寿命计算模型。并给出了算例。     

变截面构件的剪应力计算

变截面构件的弯曲变形是实际构件常见变形之一，现行钢筋混凝土设计规范提供的和实际设计计算应用的剪应力计算公式未考虑截面变化的影响，有较大的误差。本文用材料力学方法推出考虑变截面影响的剪应力计算公式，以便在实际设计计算应用。     

汉中农村夯土民居墙体材料绿色改性研究

为了探索汉中山区生土建筑合适的墙体改性材料,对目前常见的生土改性材料进行归纳分析,笔者认为天然可再生材料淀粉有应用潜能,对素土,不同掺量的生石灰、熟石灰和淀粉改性生土进行了直接剪切试验,试验表明淀粉可用于山区生土建筑的改性,为汉中山区生土材料的改性研究提供科学参考。     

直剪法用于糙米内摩擦角的测定与研究

利用土工合成材料综合测定仪（直剪仪）,以水分含量14.57%的糙米为样品,测定了在不同的法向压应力、不同的剪切速率下糙米的剪切应力并计算出内摩擦角。实验结果表明：糙米的剪切应力随着法向压应力（25kPa～100kPa）的增大而增大;剪切速率（1.33mm/min～2.67mm/min）较低时糙米的内摩擦角随着法向压应力的增大而减小;随着剪切速率（1.33mm/min～5.20mm/min）的增大,糙米的内摩擦角减小。     

Influence of salinity and moisture on the threshold shear velocity of saline sand in the Qarhan Desert,Qaidam Basin of China: A wind tunnel experiment

Determination of the threshold shear velocity is essential for predicting sand transport, dust release and desertification. In this study, a wind tunnel experiment was conducted to evaluate the influence of salinity and moisture on the threshold shear velocity of saline sand. Saline sand samples (mean particle size of 164.50-186.08 μm and the total silt, clay and salt content of 0.80%-8.25%) were collected from three saline sand dunes (one barchan dune and two linear dunes) in the Qarhan Desert, Qaidam Basin of China. Original saline sand samples were placed in two experimental trays for wet and dry processing to simulate deliquescence and desiccation, respectively. Surface moisture content ranging from 0.30% to 1.90% was generated by the steam method so that the saline sand can absorb water in a saturated water vapor environment. The motion of sand particles was determined by the observers with a solid laser. The laser sheet (0.80 cm thick), which was emitted by the solid laser, horizontally covered the sand surface and was bound to the sand. Results show that the cohesion of saline sand results from a combination of salt and water. The threshold shear velocity increases exponentially with the increase in crust thickness for the linear sand dunes. There is a positive linear correlation between the original moisture content and relative threshold shear velocity. The threshold shear velocity of dewatered sand is greater than that of wet sand with the same original moisture content. Our results will provide valuable information about the sand transport of highly saline soil in the desert.     

宿迁市宿城地区半地下土墙日光温室的生产现状 问题与对策

对宿迁市宿城区半地下土墙日光温室基地的生产现状进行了详细了解,并分析了其发展优势和存在的隐患,进一步提出了相应的发展对策。     

Seismic behavior of reinforced-concrete and steel reinforced concrete ultra short columns

进行了4个钢筋混凝土(RC)超短柱、4个型钢混凝土(SRC)超短柱和6个RC分体柱的滞回性能试验研究.8个超短柱的剪跨比为1;6个分体柱的剪跨比为2.4.试验结果表明,RC超短柱的变形能力不满足现行抗震规范要求.不设剪力连接件的SRC超短柱的破坏模式为黏结破坏,与RC超短柱相比,其抗剪承载力和变形能力并无明显提高;设置剪力连接件的SRC超短柱的破坏模式为斜压破坏,其抗剪承载力和变形能力显著提高,但构件的变形能力仍然难以满足现行抗震规范要求.试验结果还表明,在RC超短柱中开缝,形成剪跨比大于2的RC分体柱,可有效提高柱子的延性和变形能力.对于RC分体柱,随轴压比的提高,构件的抗弯承载力提高,但延性和变形能力下降;当设计轴压比大于0.7时,RC分体柱的变形能力不满足现行抗震规范要求.根据试验结果,提出了SRC超短柱的剪力连接件设计方法和RC分体柱的设计建议.     

松花粉破壁方法的比较研究

以松花粉为主要原料,分别采用纤维素酶法、超声波法、发酵法和旋风破碎法对松花粉进行了破壁研究,并从不同角度对几种方法进行了比较。     

Application of Multi-vertical-line-element Model of RC Walls and Discussion on IT

The inelastic dynamic response analysis program for frame-shear wall structures developed by the authors is introduced firstly, in which the multi-vertical-line-element model was adopted for shear walls and the refined single-component model was used for beams and columns in frame.By analyzing three-story structural models tested in shaking-table in a famous foreign research institute, the validity of the modeling of shear wall in the program was verified. The analytical results indicate that the inelastic dynamic responseof shear walls under random ground motion input can be predicted effectively withthe program. Finally, with the preliminary discussion of some key points in modeling of shear wall, some suggestions areput forward for further improving and refining the multi-vertical-line-element model.