水平荷载作用下斜坡刚性桩非线性分析

在综合分析现有水平荷载作用下桩基分析方法的基础上,建立了考虑桩侧土体受力状态的斜坡刚性桩力学模型;根据极限平衡原理,建立横向荷载作用下斜坡刚性桩弯矩和应力平衡方程;引入考虑斜坡影响的p-y曲线方法,提出了综合考虑桩侧土体极限承载力与水平抗力系数沿深度呈线性增加的侧向极限承载力与土体抗力承载力系数计算方法,同时,将该方法应用于计算实例,通过与已有有限元和理论计算方法对比分析,计算结果验证了本文方法的合理性与可行性;并利用该方法,分析了斜坡坡角、桩土接触面系数以及地基水平抗力系数对斜坡刚性桩承载特性的影响因素。分析表明:斜坡的坡角、桩土接触面系数对侧向荷载作用下斜坡刚性桩的荷载位移曲线影响明显,而桩侧土的抗力系数对侧向荷载作用下斜坡刚性桩的荷载位移曲线影响不明显。     

非饱和土本构模型中考虑含水率的应力-应变曲线的构建方法

非饱和土的变形除受应力影响外,还与土中含水率及其变化有关。在非饱和土计算模型中引入含水率,虽然建立的是经验公式,但非常直观,作为一种近似而实用的处理方法值得深入研究和进一步发展。分别从加工硬化曲线的试验参数与含水率的关系和加工硬化曲线的割线模量与含水率的关系两个不同的角度出发,提出了考虑含水率的应力-应变关系曲线的构建方法。结合具体试验展示了2种方法的实现过程,并对模型的合理性进行检验。检验的结果表明2种方法的计算值均能于试验值较好吻合。依据试验结果对2种模型进行了比较。结果表明方法1的计算值要比方法2的计算值稍小。     

钢筋混凝土无腹筋细长梁剪切破坏机理模型研究综述

根据现有关于钢筋混凝土无腹筋细长梁剪切破坏机理问题的研究成果,介绍了基于修正压力场理论的抗剪模型、临界剪切裂缝理论、塑性理论、压力路径理论、劈裂破坏理论和基于截面应变分析的抗剪模型的基本假设、核心观点及受剪承载力计算方法,并给出总结、归纳及评析;另一方面,利用相关试验数据和ACI-DAfStb无腹筋细长梁剪切破坏数据库,分别对不同理论模型的受剪承载力计算公式进行了设计参数的影响评估和统计评估;并展望了无腹筋细长梁剪切破坏机理研究的发展方向。研究结果表明：不同理论模型的部分假设缺少直接的试验依据支持,梁腹混凝土的受拉（劈裂）或受剪（骨料咬合）以及受压区混凝土对抵抗剪力的贡献成为抗剪机制的主要分歧;不同受剪承载力计算公式对不同影响因素的考虑方式的合理性和计算结果的准确度均有待进一步提高。后续深入研究应综合考虑剪切破坏问题的随机性和物理属性,利用先进测试技术、应力演化分析方法,进一步揭示剪切破坏机理。     

重组竹的单轴与纯剪应力应变关系

重组竹是将竹丝束平行组坯、经高压胶合而成的一种生物质复合材料,是一种极具潜势的建筑结构材料。研究重组竹的基本力学性能和应力应变关系,是建立此类材料本构关系和进行重组竹结构非线性分析的基础。将重组竹理想化为横向各向同性复合材料,通过试验,给出了重组竹各主轴方向的单轴与各主平面的纯剪力学参数,建立了各种应力状态下的应力应变关系。结果表明,重组竹力学性能优于常用的结构用木材,且变异性较小。重组竹顺纹受拉强度约是顺纹受压强度的2倍;横纹受拉强度远远低于横纹受压强度;横切面内的剪切模量及强度远远低于另外两个方向,且横纹剪切强度是顺纹剪切强度的3倍。重组竹的应力应变关系和破坏模式与纤维参与受力程度密切相关。顺纹受拉时,拉应力完全由纤维承担,破坏表现为纤维的脆性拉断,强度最高,应力应变为完全线性关系;其他应力状态下,破坏均发生在基体或纤维-基体界面,若裂纹的扩展受到纤维限制,破坏呈渐进性,强度较低,应力应变曲线由早期的线性关系转入后期的非线性关系;当裂纹的扩展未受到纤维限制,破坏强度最低,应力应变呈线性关系。     

红层泥岩桩岩接触面本构模型试验及数值模拟

桩-岩（土）接触面力学特性的研究是桩基承载机理研究的基础。通过红层泥岩桩岩接触面大型直剪试验,研究了红层泥岩桩岩接触面的力学特性,结果表明：接触面剪应力先随剪切位移增大而增大,在达到峰值后,剪应力随着剪切位移增大而降低,并最终趋于稳定值,应力应变曲线呈现出应变软化的特征。根据剪切试验结果,推导出桩岩接触面应变软化本构方程。利用fish语言对FLAC^3D中自带的理想弹塑性接触单元进行二次开发,并应用开发的模型对桩岩接触面直剪试验进行了数值模拟,分析剪应力与剪切位移之间的关系,证明了该本构能够较好地模拟接触面间的应变软化特性。     

Fire resistance performance on restrained high strength Q460 steel beams

为了研究约束高强度Q460钢梁的抗火性能,在已有约束钢梁分析理论的基础上,引入残余应力,提出了约束钢梁的抗火性能分析方法,并采用普通强度约束钢梁试验数据对分析方法进行了验证。考虑高强度Q460钢材高温下力学性能参数,利用所提出的方法分析了约束高强度Q460钢梁的抗火性能,并与普通强度Q345钢梁进行了对比。对影响约束高强度Q460钢梁的抗火性能参数进行了分析,包括荷载比、残余应力、轴向约束刚度、转动约束刚度和受火方式等。研究表明：所提出的分析方法准确可靠,高强度Q460钢梁抗火性能与普通强度钢梁具有较大的区别,高强度Q460约束钢梁的抗火性能明显优于普通强度约束钢梁。荷载比、轴向约束刚度、转动约束刚度、受火方式对高强度Q460约束钢梁有较大影响。     

同步检测PMWaV-1、PMWaV-2和PMWaV-3的三重RT-qPCR方法的初步建立

目前我国菠萝产区已相继报道3种菠萝凋萎相关病毒(PMWaV-1、PMWaV-2和PMWaV-3)。通过建立这3种菠萝凋萎相关病毒实时荧光定量RT-PCR(RT-q PCR)同步定量检测方法,为菠萝凋萎病毒的定性定量研究提供技术手段。根据这3种菠萝凋萎相关病毒的外壳蛋白基因序列分别设计特异性引物和Taq Man水解探针,在优化PMWaV-1、PMWaV-2、PMWaV-3三重RT-q PCR反应体系后,以PMWaV-1、PMWaV-2、PMWaV-3 CP基因目的片段的重组质粒为标准品绘制标准曲线,初步建立了PMWaV-1、PMWaV-2、PMWaV-3三重RT-q PCR检测方法。其中PMWaV-1标准曲线为y=-3.283logx+39.02,其扩增效率达101.7%,线性相关系数R2=0.999;PMWaV-2标准曲线为y=-3.393logx+37.53,其扩增效率为97.1%,线性相关系数R2=0.998;PMWaV-3标准曲线为y=-3.171 logx+38.48,其扩增效率为106.7%,线性相关系数R2=0.996;这表明3种菠萝凋萎相关病毒质粒标准品在同一反应体系中可稳定扩增,且线性关系表现良好,可用于后续试验。灵敏度试验数据表明,该方法对PMWaV-1、PMWaV-2、PMWaV-3的最低检测线分别为99,98,868拷贝;重复性试验表明PMWaV-1、PMWaV-2、PMWaV-3三重RT-q PCR扩增曲线的标准差小于0.267,变异系数小于1.44%。这表明建立的三重RT-q PCR检测方法可快速、准确、稳定地定量检测PMWaV-1、PMWaV-2、PMWaV-3等3种病毒,为PMWaV的定性定量研究和复合侵染机制的探索提供了技术基础。     

神经网络自变量输入模式的视电阻率求解算法

根据瞬变电磁场理论公式中的响应和自变量之间的关系特点,提出用非线性方程模式的BP神经网络求解电阻率。通过构造单输入单输出网络结构,建立以不同时间点上的电流归一化的感应电压值为输入、视电阻率值为输出的神经网络,来拟合瞬变电磁场的二次涡流曲线。利用数值方法计算出的数据验证该训练网络的精确性,比较了不同算法对训练精度和收敛速度产生的影响。以重庆大学某处的防空洞探测实验为例验证了该算法的有效性,该算法避开具体的复杂电磁场计算或数值反问题计算,从而实现电阻率快速计算,为快速成像准备必要条件。     

RAPD多态位点数变化对小豆遗传变异信息估计的影响

以163份来自于中国、日本、韩国、不丹、尼泊尔和越南6国的各种类型小豆种质资源的大样本群体为材料,利用27条RAPD引物检测该群体得到的261个等位基因数据构建成"总群体",采用完全随机抽样方法,研究不同样本容量(样本位点数)与系统遗传相似系数(Jaccard系数)变化的关系,并进一步配置出不同引物数量、多态位点与Jaccard系数的变异系数曲线方程,通过分析回归曲线的相应切点,确定在一定精度下适合的引物数量及多态位点数。研究结果表明:不同引物数量之间的Jaccard系数的标准差、平均数、变异系数差异极显著。不同引物数量、不同多态位点与Jaccard系数的变异系数、标准差回归方程为Y=a+b/X形式,决定系数均在0.95以上。RAPD遗传信息分析精度控制在5%~10%时的最适样本容量为15~32条随机引物或120~230个多态性位点。     

湘西桤木人工林蓄积量模型及适宜经营密度研究

密度是表达林分结构的重要指标,立地条件、树种及林龄不同时,其林分最佳密度也不相同。笔者以湘西桤木人工林为研究对象,采用数量化方法I和非线性回归分析方法,对2009年和2010年调查的78块标准地数据进行数据分析处理与建模。结果表明：（1）平均高、公顷株数、土层厚度、龄组、坡向、坡位、自然灾害、海拔、树种组成8种因子中,平均高、公顷株数、土层厚度和龄组对湘西桤木人工林平均木材积和单位面积蓄积量均有显著性影响,而海拔和树种组成对湘西桤木人工林平均木材积和单位面积蓄积量均无显著性影响。这对建立桤木人工林蓄积量与密度、平均高收集数据时提供理论指导,同时既能节省外业调查费用,又能保证建模数据的科学性。（2）建立了湘西8~10年桤木人工林蓄积量与密度、平均高相关关系模型： ,建模精度为96.8458%,平均相对误差为1.1334%。模型适应性检验表明,残差值呈对称均匀分布,其平均相对误差为-1.2156%。（3）该地区8~10年桤木人林的最佳经营密度为800~1000株/hm2。这对于合理地经营和管理湘西桤木人工林具有重要的理论和实际指导意义。     

水和金属离子对压榨大豆油氧化酸败的影响

采用单因素试验探讨了水分和金属铁对压榨大豆油的酸值、过氧化值和p-茴香胺值随储存时间延长的变化规律。结果表明,在压榨大豆油储存过程中,水分活度应控制在0.4左右,不宜高于0.6;压榨大豆油的含铁量很高,不宜长期储存,故货架期较短。     

Simple Shear Test of Interface between Sand and Structure under High Stress

By using a simple shear apparatus that is developed from RMT-150B,a series of simple shear tests of interface between saturated sand and structure under high normal stress were carried out to study constitutive law and shearing stiffness of interface to provide some theoretical evidences for design and calculation of projects concerned with mechanical problem of interface.In test,sand was consolidated in upper shearing box firstly,then,shear was started and testing data was recorded under high and constant normal stress.During the process,sand can deform relatively freely.It is shown that the relation curve between shear stress and shear displacement under high normal stress in simple shear tests is different from that in direct shear tests,and the complete shearing deformation process of interface under high stress can be described as a nonlinear elastic-perfect plastic form;Weibull distribution with three parameters can overcome the mathematical deficiencies of hyperbola in NEPP.The new model which is established by substituting Weibull distribution for the hyperbola of NEPP better agrees with the testing data.The regressive results of the initial shearing stiffness demonstrate that the linear function is slightly better than power function to express the relation between the initial shearing stiffness and normal stress.Based on the new interface model,the formula of tangential shearing stiffness is proposed,meantime,the change trend of tangential shearing stiffness of the new model is compared with that of NEPP.     

能源植物蓖麻抗逆生理学的研究进展

蓖麻是世界十大油料作物之一,经济价值高,抗逆性强。为了全面了解蓖麻对逆境胁迫生理响应的研究现状,从蓖麻对温度、干旱、盐碱胁迫以及金属离子毒害的生理响应4个方面进行了归纳,总结了蓖麻对这4种非生物胁迫因子的响应机理,分析了诸多生理参数（如生长、光合、渗透调节、抗氧化酶活性以及基因表达等）与胁迫因子的关联,并在此基础上提出了研究展望,认为应更多的关注蓖麻对碱性盐胁迫的生理适应机制、重要次生代谢产物对蓖麻适应胁迫环境的功能分析以及蓖麻与内生菌的互作关系,为蓖麻逆境生物学的理论研究以及生产实践中应用与推广提供一定的科学依据。     

Analysis of the Lateral Deformation of Structural Soft Dredger Fill with True Triaxial Test

In order to study the mechanical properties and structural properties of soft dredger fill under lateral deformation. Based on true triaxial and WF stress path apparatus, lateral unloading undrained tests were carried out. The results derived from true triaxial test, WF stress path test and routine triaxial shear test were analyzed. The contrastive conclusions are as follows: The stress-strain curve of true triaxial unloading test shows a softening behavior, which is different from the hardening behavior for that of conventional triaxial shear test. With the increase of initial confined pressure, the dilatancy of soil transfers from shrinkage to expansion. The structural yield stress of the unloading soil with true triaxial test method is dramatically larger than that with the latter two tests due to the effect of intermediate principal, which exhibits a nonlinear growth as the coefficient of intermediate principal bd stress jumps. The shear strength indexes of unloading soil with true triaxial test is larger than that with WF stress path test. Compared with the results of routine triaxial test, the internal friction angle of true triaxial test is bigger while the cohesion is smaller.     

On the Type of Stress-strain Relation Curves and the Critical State for Soils

In order to discuss the influence of stress history on the constitutive relations for soils,a series of drained conventional triaxial compression tests for normally consolidated and overconsolidated clays have been carried out.It is found through comparing the stress-strain relation curves under the different stress histories that the overconsolidated ratio is the determining factor for volumetric strain.The volumetric strain is less sensitive to consolidation pressure,however.For the shear capacity,the consolidation pressure is the determining factor,but the influence of the overconsolidated ratio can not be neglected since it determines whether there will be strain hardening or strain softening as well as the grade of strain softening.Despite that,the soil specimens will finally reach a unified critical state and approximately the same residual strength.According to the principle of interaction between plastic volumetric and shear strains,the mechanism of generating two types of stress-strain relation curves for clays is explained.It is shown that the critical state is a pure process of shearing deformation in which the interaction between plastic volumetric and shear strains completely disappears.The critical state is independent of the previous stress history.     

Impact of Temperature in Air-conditioned Room on Blood Rheological Characteristics

Based on the reversed cyclic loading tests of 21 nearly full-size interior joints in completed reinforced concrete frames,the law of bond deterioration of beam bars crossing the joint is tested and analyzed,which is influenced by the axial load ratio,shear-compression ratio,reinforced bar strength,concrete strength and the relative length of beam bars crossing the joint. By the nonlinear fitting method, the formula of the bond stress r between steel crossing interior joints and concrete under different loading step is obtained. According to the loading approach, the propositional formula of the relative length of beam bars crossing the joint hc/d is presented, which is influenced by axial load ratio, shear-compression ratio ,reinforced bar strength and concrete strength.     

Mechanical Model of Steel Plate Composite Shear Walls

Based on concepts of mechanics, a mechanical model of novel type of steel plate composite shear wall is presented. The novel type of structure is formed by steel plate shear wall and T-shaped solid-web composite columns. Flexural stiffness of steel beams, lateral stiffness of the T-shaped solid-web composite columns, shear stiffness of steel plate composite shear wall and shear stiffness of beam-column connection are taken into account in the mechanical model. And the equivalent damping between steel plate and boundary is considered. Based on the deformation features of structures and the calculation hypothesis, the lateral stiffness model and the energy dissipation model of structures are developed. Meanwhile, the calculation equations of elastic ultimate and plastic ultimate of shear strength of structures are set up. The theoretical analysis results inosculate better with the results of experiment. The comparison between the result calculated from the formula and the experimental result shows that the calculation precision is high enough to meet the demand of theoretical analysis. The difference, including equivalent model, stress states, manufacturing defect and installation error, between the formula and the experiment has been further discussed.     

Varietal Differences in Development of Maize (Zea mays L.) Seedlings on Compacted Soils

Differences among open-pollinated tropical maize ( Zea mays L.) varieties in seedling development and establishment on compacted soils were studied. Soil dry density was used as an index of compaction. Three soil compaction levels and 12 traits associated with development and establishment of maize seedlings were investigated. A control (without compaction) was also included. Varietal differences were observed for most traits measured. Genetic differences for seedling development on compacted soil were detected. Varietal differences contributed about three times the contribution of compaction to total variability in the traits. Better seedling development and performance were obtained in moderately compacted soil than in the control. Shoot length, shoot dry weight and per cent dry matter in roots were good indicators of the tolerance of maize seedlings to compaction. A physiological strategy for maize seedling establishment on compacted soil was proposed. The implications of the results for seed testing were also highlighted. It was concluded that consideration should be given to the genotype of maize destined for use in ecologies prone to high soil densities. All varieties of maize grown in an agroecological zone could be screened to identify genotypes tolerant of higher soil densities. The seeds could then be multiplied and distributed to farmers.     

Field Test Analysis on Belled Pier Foundations under Tensile Load in Gravel Gobi

Forty full scale field tests were conducted on belled pier foundations at seven gravel Gobi sites in Gansu province and Xinjiang Uygur Autonomous Region in China. The uplift load displacement response of belled pier foundations in gravel Gobi almost followed the same pattern and presented three phase behaviors. Under tensile load, the onset of the curve usually started from the elastic linear part resulting from the compression and compaction of gravel Gobi above the enlarged base. And consequently, with the occurrence and further development of a plastic zone around the foundation, the uplift load displacement curve turned into an elasto plastic stage. Finally, the formation of whole rupture surface brought to the entire shearing damage of Gobi soil. The ultimate uplift bearing capacities were obtained by using the slope tangent method for all test foundations. Based on the theory of limiting equilibrium, the Mohr Coulomb yielding criterion and slip line field method, the circle arc rupture surface boundary condition was introduced. And the theoretical calculation equation to determine the ultimate uplift bearing capacity of the belled pier foundation in gravel Gobi was obtained. The theoretical results were compared with those of the tests and they turned out in good agreement.