A CALCULATION OF THE ECCENTRICALLY LOADED BRICKWORK WITH BIAXIAL BENDING IN TERMS OF ULTIMATE STRENGTH DESIGN METHOD

This paper suggests a calculation formula for eccentrically loaded brickwork or column with biaxial bending in terms of ultimate strength design method. The coefficients of the formula, are compiled as design charts so that the formula can be directly used for design of this kind of structural members.     

圆形截面钢筋砼偏心受压构件正截面承载力的实用计算法

本文根据《砼结构设计规范》（ＧＢＪ１０－８９）对圆形截面钢筋砼偏心受压构件正截面承载力的计算方法进行了分析，编制了计算图表，供设计者直接查用．该法计算简便、速度快、精度高，有一定的实用价值．     

池塘偏心式水动力装备控制系统设计与实现

水体流动是池塘水质调控的基础性条件,高效率的水动力形成与控制具有重要价值。偏心式水动力装备从增氧和水动力形成两个方面达到了较好的平衡,基于池塘精细化生态因子调控的需求,本文研发了包含传感器、数据处理、存储、输出及无线通讯模块的控制硬件系统,开发了基于溶氧和水动力双参数的控制算法,并具备弱电自主检测和强电断路校核功能以增强系统的可靠性。控制系统通过实时监测溶氧值,结合水动力设备不同功率的作用范围,实现了具有一定自适应能力的功率输出控制,从溶氧、水动力范围及能耗的角度实现综合性效果。现场试验表明,根据池塘生态因子变化规律,在满足池塘增氧需求的前提下,基于所开发控制系统的偏心式水动力装备与同功率的其它增氧设备相比,水动力流速衰减更慢,设备周边同范围内水动力提升效果明显,综合能耗下降约24%。该控制系统的设计和实现为偏心式水动力装备的推广应用打下了良好基础。     

链锯链轮设计计算理论的研究

为了满足链锯的链速向高速方向发展，锯链的节距应变小。现有国内外有关链轮的设计计算理论只适用于锯链节距为１５ｍｍ或１５ｍｍ以上的锯链与链轮的正确啮合与链轮设计。而节距ｔ≤１０．２６ｍｍ的链轮设计应用现有的链轮设计计算理论进行设计有很大的局限性。通过对国内外不同节距锯链结构，外形尺寸以及锯链与轮链啮合实际状态的比较、分析，研究出锯链与链轮的正确啮合的理论，并建立了一整套较完善的链轮设计计算理论。依据本     

齿盘式秸秆移位装置设计与试验

针对江苏地区油菜免耕播种机作业时存在易堵塞、种床清洁率低等问题,设计一种齿盘式秸秆移位装置,通过运动力学分析确定秸秆移位的重要影响因素,使用离散元仿真软件进行仿真试验,得出秸秆移位装置工作时的最佳参数组合,最后进行台架试验验证仿真试验准确性。仿真试验结果表明秸秆清除率与位移偏角以及前进速度均呈现正相关的关系,当前进速度一定时,位移偏角越大,装置的秸秆清除效果越好;当位移偏角一定时,前进速度越大,装置的秸秆清除效果越好。当前进速度为0.6 m/s、位移偏角为30°时,秸秆清除率达到最大值64.70%。台架验证试验表明,当机具前进速度为0.6 m/s、齿盘位移偏角为30°时秸秆清除效果较好,此时秸秆清除率为60.69%。试验结果表明齿盘式秸秆移位装置的设计基本满足油菜播种的要求。     

Near Crack Line Elastoplastic Solution for an Eccentric Cracks Loaded by the Pore Water Pressure

By using near crack line analysis method and Mohr-Coulomb strength criterion,the elastic-plastic solution for near crack line of an eccentric cracks loaded by the pore water pressure under large scale yielding condition is analyzed.The elastic stress fields,the plastic stress field,the unit normal vector of the elastic-plastic boundary near the crack line,the elastic-plastic stress fields near crack line are identified.The change pattern of the length of the plastic zone and the pore water pressure is presented.Besides,the elastic-plastic analytical solution for an eccentric cracks loaded by the pore water pressure is obtained.     

同基础有偏心多塔基底隔震结构的隔震效果分析

对有偏心的单塔基底隔震结构和同基础多塔基底隔震结构进行数值分析，计算结果表明，对有偏心的单塔隔震结构，在地震作用下采用同基础多塔基底隔震结构的形式能大幅度降低结构的扭转反应，因此，条件许可时相邻偏心结构的建筑，采用同基础隔震的形式，对提高隔震效果是有利的。     

Effects of administration of IH901, a ginsenoside intestinal metabolite,on muscular and pulmonary antioxidant functions after eccentric exercise

This study was conducted to investigate whether administration of IH901, a ginseng intestinal metabolite, ameliorates exercise-induced oxidative stress while preserving antioxidant defense capability in rat skeletal muscles and lung. Eight adult male Sprague-Dawley rats per group were randomly assigned to the resting control, exercise control, resting with IH901 (25, 50, and 100 mg/kg) consumption (R/IH901), or exercise with IH901 (25, 50, and 100 mg/kg) consumption (E/IH901) group. The trained groups ran 35 min 2 days/week for 8 weeks. To analyze the IH901-training interaction, serum biochemical analysis, lipid peroxidation, citrate synthase, protein oxidation, antioxidant and superoxide dismutase in skeletal muscles and lung tissue were measured. Compared to the exercise control group, animals that consumed IH901 had significantly increased exercise endurance times (p < 0.05) and decreased plasma creatine kinase and lactate dehydrogenase levels (p < 0.05), while those in the E/IH901 groups had increased citrate synthase and anti-oxidant enzymes and decreased lipid peroxidation and protein oxidation (p < 0.05). In conclusion, IH901 consumption in aging rats after eccentric exercise has beneficial effects on anti-inflammatory and anti-oxidant activities through down-regulation of pro-inflammatory mediators, lipid peroxidation, and protein oxidation and up-regulation of anti-oxidant enzymes.     

基于Workbench的某转子发动机偏心轴强度分析

以某转子发动机的偏心轴为研究对象,对偏心轴的振动及最大爆发压力下的瞬态冲击应力进行了分析。运用CATIA软件建立偏心轴三维模型,将模型输入ANSYS Workbench进行模态和强度分析,得出了输出偏心轴的前6阶固有频率和及偏心轴在最高爆发压力下的瞬态冲击应力。结果表明,偏心轴的最低阶固有频率高于偏心轴的激励频率,最大爆发压力下的极限应力发生在轴承段与主轴颈的过渡圆角处。     

带约束拉杆钢管/竹胶板组合空芯短柱的偏心抗压性能

采用冷弯薄壁方型钢管和胶合竹板通过横向约束拉杆和结构胶黏剂复合成顺纹抗压的组合空芯短柱(thin-walled steel tube/bamboo-plywood composite hollow short column with binding bars,SBCCB),采用9个试件研究SBCCB试件的偏心抗压破坏模式、抗压承载力和影响规律。结果表明,SBCCB试件受压破坏形态主要为柱端开胶破坏、横向约束拉杆之间基体胶合界面开胶剥离破坏和胶合竹板局部压屈破坏;SBCCB抗压极限荷载随胶合竹净横截面积增大而提高,随着长细比和荷载偏心率的增大而降低,随空心率增大而增大;约束拉杆可有效延迟SBCCB的开胶剥离破坏,改变屈曲破坏模式,有助于试件抗压承载力的提高;相对于不带约束拉杆试件,SBCCB抗压极限应力提高约17.64%;局部翘曲随约束拉杆间距减小而减小,相对拉杆间距比3.0以下能确保较小的局部翘曲变形。薄壁钢管和胶合竹板能形成较好的复合抗压结构单元,该批试件平均值抗压强度达到18.54 MPa,展现了优异的抗压性能。SBCCB可作为绿色建筑材料广泛应用于现代装配式工程结构,同时拓展竹材的应用途径,实现"以竹代木,以竹代钢",具有很好的工程价值和应用前景。