小型核桃脱壳分选一体机的设计

核桃不仅营养价值极高,而且核桃壳的药用价值也非常高,国内小企业和家庭在核桃硬壳脱壳加工环节,一般采用人工破壳取仁的方式,这种方式劳动强度大,人工成本高且不卫生;针对这个问题设计了一款小型的硬壳脱壳,壳仁分离分选的机器来提高生产效率,减少成本,提高收入。     

柿子山楂复合果酱的研究及配方优化

以新鲜柿子为原料,辅以新鲜山楂,经打浆、调配、均质、浓缩和杀菌等工艺,开发研究出一款新型的复合型果酱。通过感官评定、单因素试验和正交实验,确定了柿子山楂复合果酱的最佳配方:柿浆与山楂浆的添加比例为3∶2,白砂糖添加量为40%,柠檬酸添加量为0.5%,黄原胶添加量为0.8%,所得复合果酱色泽金黄,口感细腻,酸甜适中,组织形态和涂抹性较好,同时具备柿子和山楂特有的果香味。     

MC尼龙重载承压地板井下巷道铺设工艺研究

我国煤矿井下无轨运输混凝土路面铺设成本高，并且受开采应力、巷道底板地质条件等影响，其应用受到限制。重载车辆的频繁碾压极易使路面发生损坏，从而影响正常开采效率还带来高昂的维护费用。为解决这一问题，采用MC尼龙重载承压地板代替传统混凝土铺设路面，进行了MC尼龙重载承压地板井下巷道铺设的工艺研究。通过对承压板井下铺设方案的制定、承压地板型式的研发、地板的整体连接及稳定性研发等，实现了高效的作业效率，更为安全、清洁的作业环境以及更低的成本，进而达到了“以塑代混凝土”的实际示范意义。该铺设工艺为井下无轨运输的采区路面、工作面搬家通道、临时路面以及其他应急路面、硐室地板的应用提供了良好的方案借鉴。     

纳滤法制备高纯度雪莲果低聚果糖及其结构表征

采用纳滤分离技术以雪莲果为原料纯化低聚果糖，通过Box-Behnken中心组合设计（CCD）及响应面分析（RSM）建立预测低聚果糖纯度的二次多项数学模型，优化分离纯化工艺。结果表明：操作压力0.15 MPa，循环流量5.3 mL/min，pH值2.7时，纯化倍数为5，实际低聚果糖纯度为95.1%，达到P级产品标准。通过应用HPLC-MS、IR、¹H NMR及¹³C NMR等对雪莲果低聚果糖组分的纯度、组成、结构进行表征，结果表明：分离纯化得到的雪莲果低聚果糖由蔗果三糖、蔗果四糖和蔗果五糖组成，纯度为95.1%，平均包含5个果糖单元，主要是由β-呋喃构型的果糖组成。     

带式输送机驱动滚筒的有限元分析

针对带式输送机驱动滚筒轴向受力情况,提出了正态分布模型,结合ANSYS-APDL的语言编辑能力,用ANSYS Workbench对均匀分布、一阶正弦分布和正态分布的4种模型进行有限元分析,得到驱动滚筒应力应变图及位移变形的对比情况,为日后实验验证与优化设计提供理论支持。     

水平裂缝对坚硬顶板失稳破断的影响规律研究

为了研究水力压裂形成水平裂缝后坚硬顶板的失稳破断规律,基于材料力学和关键层相关理论,结合数值模拟,对含水平裂缝坚硬顶板的变形破坏特征和失稳破断机制进行了研究。结果表明:当坚硬顶板存在水平贯穿裂缝时,无论上位与下位岩层是否发生同步运动,坚硬顶板的破断步距均小于其初始极限跨距。存在水平贯穿裂缝的坚硬顶板及其上覆岩层,会形成拉压复合破坏区,更易于发生失稳破坏。坚硬顶板块体咬合点区域的拉压复合破坏作用是造成块体局部失稳、回转加剧和整体破断的主要原因。     

Poly(N-isopropylacrylamide)/mesoporous silica thermosensitive composite hydrogels for drug loading and release

Temperature-sensitive hydrogels are attracting increasing attention for controlled drug delivery. However, achieving high drug loadings and sustained drug release remains challenging. Herein, we describe the successful synthesis of a series of novel temperature-sensitive poly(N-isopropylacrylamide) (PNIPA)/mesoporous silica nanoparticles (MSN) hydrogels by physical crosslinking of NIPA with MSN. The external and internal structures, temperature sensitivity, drug-loading capacity, and blood compatibility of the PNIPA/MSN composite hydrogels are studied. Results show that MSN addition improved the network structure and adjusted the size of the hole, MSN could also act as drug carrier, thereby enhancing the drug loading capacity. The composite hydrogels underwent a phase transition at 33.7 °C (at the lower critical solution temperature). The hemolysis rate of the composite hydrogels was less than 1%, thus they can be classified as a nonhemolytic materials with good biocompatibility. The composite hydrogels reported here thus have great potential in drug transport and temperature-activated drug release. © 2019 Wiley Periodicals, Inc. J. Appl. Polym. Sci. 2020 , 137, 48391.     

工程教育认证背景下设计模式课程教学研究

工程教育是我国高等教育的重要组成部分,工程教育认证已成为中国高校新的风向标,也成为高考生选择报考专业的一项重要指标。设计模式是计算机科学与技术专业的一门核心课程,包含了面向对象的精髓,是软件体系结构的基础,在工程教育认证所评估的课程设置中起着承上启下的关键作用。本文基于工程教育专业认证理念,以及山东农业大学申请认证所用的《计算机科学与技术专业培养方案》,从教学内容、教学方式、课程目标与毕业要求对应关系、解决复杂工程问题能力、教学进度安排等方面,对设计模式课程开展了教学研究,并将该教学方案应用于本科教学。     

Finite element limit analysis of load-bearing performance of reinforced slopes using a non-associated flow rule

This paper presents a numerical study on the load-bearing performance of reinforced slopes under footing load using a finite element limit analysis (FELA) method where a non-associated flow rule is assumed in the analysis. The method was validated against results from full-scale model tests and a limit equilibrium (LE) analytical method. A series of parametric analyses was subsequently carried out to examine the influences that the soil dilation angle, footing location, and reinforcement design (i.e. length, tensile strength, and vertical spacing) could have on the load-bearing performance of reinforced slopes. Results indicate that dilation angle has a significant influence on the predicted magnitudes of bearing capacity, slope deformation, and mobilized reinforcement load. The predicted values of bearing capacity using the FELA are smaller than those from the Meyerhof's analytical method for unreinforced semi-infinite foundation, especially for larger friction angle values. Additionally, the ultimate bearing capacity of the slope and its corresponding horizontal deformation increase with the reinforcement tensile strength. Finally, the slip planes under the applied footing load are found to be y-shaped and primarily occur in the upper half of the slope.