乙醇-水溶液电化学浸渍体系的神经网络优化

乙醇-水溶液体系电化学浸渍具有很高的实用价值。采用人工神经网络对实验数据进行建模。采用基于学习参数模糊自适应调整的误差反向传播算法提高网络训练速度。适当拓宽实验各因素的水平范围,经过不同因素、不同水平间的组合模拟,利用建立的神经网络模型预测出二元电化学浸渍体系的适当工艺条件。     

HDPE/木粉复合材料的性能研究

研究了不同种类的增容剂对高密度聚乙烯(HDPE)木/粉复合材料性能的影响,并研究了增容剂含量、木粉含量对复合材料力学性能及形态结构的影响。结果表明,HDPE木/粉复合材料的拉伸强度、弯曲强度均随马来酸酐接枝HDPE(HDPE-g-MAH)含量的增加而增大;复合材料的缺口冲击强度随甲基丙烯酸缩水甘油酯接枝低密度聚乙烯的增加而提高;复合材料的拉伸强度、弯曲强度随木粉含量的增加而增大;而缺口冲击强度则随木粉含量的增加呈降低趋势。     

木材干燥过程温湿度的T-S型模糊神经网络控制器设计

木材干燥过程是一个强耦合、大滞后的非线性动力系统,很难准确建立被控对象的数学模型。为了准确控制木材干燥过程的温度和湿度,提高木材干燥质量,将智能控制引入木材干燥控制系统是必然的发展趋势。结合模糊控制和神经网络优点,设计了一种木材干燥窑内温湿度的Takagi-Sugeno(T-S)型模糊神经网络控制器。该控制器无需对象的精确数学模型,适应性强,利用模糊算法解除木材干燥窑内温度和湿度间的强耦合关系,采用神经网络的自学习和自适应能力来实现整个非线性过程的模糊逻辑推理。仿真和实验结果表明,T-S型模糊神经网络控制器有效解决了木材干燥过程的温湿度控制,控制器响应速度快、超调小、鲁棒性强、控制精确度高,可以满足木材干燥控制系统要求。     

电化学浸渍镍电极结构的研究

采用镍电极电化学浸渍工艺,取代目前一直使用的真空化学浸渍工艺,用于氢镍电池、镉镍电池和锌镍电池的制造,可提高电池的工作性能和寿命.介绍了用现代物理测试手段对电化学浸渍镍电极结构的研究,探讨了其性能优越的原因.     

“湘南木雕”传统工艺与创新研究

木雕,是从传统民间工艺——木工中衍生出来的一个精细工种。木雕在原始社会新石器时期的浙江河姆渡文化中便已初现雏形,那时候的木材被削尖用来做防御武器,抵御外敌入侵,同时也因通信技术的不发达,原始人类在木头上雕刻做简单的记号;这从考古学家挖掘的木雕人面像中可初见端倪,可以说木雕在物质条件落后的原始社会是不可或缺的。随着现代社会科学技术日新月异的发展,人们不再需要木器来自卫和维持基本的物质生活,木雕作为精神文化的一个依托似乎慢慢地淡出了人们的视野。     

淀粉胶黏剂的最新研究进展

淀粉胶黏剂作为环境友好型天然胶黏剂越来越受到研究人员的广泛关注,淀粉以其资源丰富、价格低廉、使用方便等优点并以无毒环保为亮点,成为最具有开发潜力的木材用天然胶黏剂之一。综述了淀粉胶黏剂用于木材粘接的最新动态,详述了它在应用中存在的局限性和研究现状,并对淀粉胶黏剂的发展趋势进行了展望。同时还指出在提高淀粉胶黏剂的耐水性、贮存稳定性、防潮防霉性能方面仍有很大的发展空间,因而广大学者致力于淀粉胶黏剂的进一步开发研究。     

基于PLC和触摸屏的压缩弯曲木自动控制系统研究

介绍了压缩弯曲木技术的压缩弯曲机理和压缩木机械自动控制系统的工作原理,分析了传统木材弯曲技术及工艺的不足。提出了用PLC和触摸屏实现实木纵向压缩的自动控制方法,最后给出了PLC控制系统的硬件组成和软件设计方案。     

扬州雕漆、楠木雕“双绝”赵如柏

本文主要介绍了赵如柏大师的学艺经历,和他在传统工艺美术雕漆技艺以及楠木雕技艺方面所取得的成就。     

Study on the two-way corrugated aluminum honeycomb as a filler material in impact limiters for spent fuel transport casks

Impact limiters installed on nuclear spent fuel transport casks are used to absorb energy and limit overload during transport and accidents. The two-way corrugated aluminum honeycomb, a new kind of filler material, is designed based on the action mechanism of the impact limiter. Quasi-static compression tests are used to compare the properties of the honeycomb and the traditional filler material, paulownia wood. Experimental results indicated that the compressive and energy absorption properties of paulownia wood with axial wood grain and radial wood grain were very different. Also, the moisture content of paulownia wood led to a significant decrease in its properties. The two-way corrugated aluminum honeycomb, as a new porous material, showed better compression and energy absorption properties than paulownia wood in the x, y, and z directions. The peak stress (σ_pe), platform stress (σ_pl), and energy absorption capacity (W_EA) were 2.10 times, 2.07 times, and 1.69 times higher than that of paulownia wood with axial wood grain. The two-way corrugated aluminum honeycomb is a filler material that has essential application value in impact limiters of spent fuel transport casks.     

Rods glued in engineered hardwood products part II: Numerical modelling and capacity prediction

The second part of this series of two papers presents the modelling and strength prediction of Glued-in Rods (GiR) experimentally investigated in Part I. Unlike what has been documented in previous publications, significant effort was put into extensive modelling of all components (adhesive, wood, and rods), in particular regarding stress components other than shear. Based upon the material modelling, stresses inside the GiR were estimated through Finite-Element Analysis (FEA), which indicated that transverse tensile strength are at least as significant as shear stresses in their magnitude. Both results mitigate previous research findings that focused on shear-dominated failure mechanisms and neglected transverse tensile strength. Combining the material characterisation with FEA, and reformulating strength in probabilistic terms, then allowed to perform predictions of joint capacities for all 60 experimentally investigated GiR-configurations. The comparison between predicted and experimental values showed a good agreement wit relative difference amounting to –3% for beech GLT, –2% for oak GLT, and +1%, respectively. Unlike Fracture Mechanics and Cohesive Zone Modelling, necessary parameters were solely obtained independently from the GiR itself, and no single parameter had to be back-fitted on the experimental results of the GiR. Results clearly showed that transverse tensile strength of the wood is at least as important as shear strength for joint capacity of GiR, and that longitudinal strength plays a minor role.