Lightweight concrete made from oil palm shell (OPS): Structural bond and durability properties

The first part of this experimental program was to determine the structural bond properties of lightweight concrete incorporating solid waste oil palm shell (OPS) as coarse aggregate and also to compare its behaviour with other types of lightweight aggregate concretes. Other properties of OPS concrete namely the split tensile strength, modulus of rupture and modulus of elasticity were also determined. The structural bond properties were determined through pull-out test. The results showed that the experimental bond strength of OPS concrete was much higher than the design bond strength as stipulated by BS 8110. In general, the properties of OPS concrete compared well with that of other structural lightweight concretes and the results obtained encourage the use of OPS as aggregates for the production of structural lightweight concrete. The second part of the experimental program investigates the durability performance of OPS concrete through water permeability and water absorption tests.     

基于参数化方法的圆碟形水下滑翔机结构轻量化设计

圆碟形水下滑翔机结构质量大小对其性能影响较大.为提高圆碟形水下滑翔机结构分析效率,在圆碟形水下滑翔机耐压壳结构分析的基础上,对圆碟形耐压壳结构进行参数化设计及优化研究.运用ANSYS参数化设计语言APDL对圆碟形耐压壳进行参数化建模与分析,采用零阶与一阶相结合的优化方法,对圆碟形水下滑翔机耐压壳结构进行轻量化设计.结果...     

OpenLDAP性能测试分析与优化

OpenLDAP是开源的LDAP服务器,在分布式目录服务中得到了广泛应用.详细分析了OpenLDAP目前所采用的独特"线程池"模式.通过比较OpenLDAP在不同模式下的性能差异,发现原模式对LDAP操作存在较大的响应延迟.进一步给出了改进的"线程池"模式,该改进模式能够降低LDAP操作响应延迟.最后通过仿真实验,表明改进模式可以明显改善OpenLDAP的性能.     

BIM施工管理云平台研究与应用

深圳路桥自主研发BIM施工管理云平台,将大体量三维建筑BIM模型导入平台,并采用轻量化处理技术,可以迅速快捷地在CS端和MS端查询浏览。以三维模型为中心,集成工程项目质量、安全、进度、运维养护等多项管理,实现对项目精细化和信息化管理,提高工程整体效率。     

立式加工中心滑座结构改进及性能分析

以DVG850高速立式加工中心滑座为研究对象,以轻质多孔结构为基础对原模型进行改进,运用Pro/E造型软件建立滑座的模型,用ANSYS Workbench有限元分析软件对滑座进行静力学分析、模态分析,得出:改进后的轻质多孔结构滑座的静刚度和抗振性能优于原模型,而且还减轻了质量。再通过对轻质多孔结构的滑座进行拓补优化,在满足静刚度和抗振性能的前提下质量进一步减少,与原模型相比质量减少19.08kg。滑座性能提高,同时为滑座及其他类似结构的进一步设计与研究提供了参考依据。     

应用正交试验法汽车B柱轻量化设计分析

B柱是车身重要的承载结构件,对侧面碰撞安全具有重要影响,同时B柱也是轻量化设计的重要单元.根据B柱的结构特点和在车辆侧面碰撞中的结构形态,搭建B柱侧面碰撞仿真分析模型;根据分析结果和零件的可制造性分析,基于正交试验法对B柱的材料和厚度进行设计,并根据乘员的相对位置对激光拼焊的焊缝进行设计;根据侧面碰撞的侵入量和侵入速度...     

小口径离轴抛物面反射镜挠性支撑设计分析

关于反射镜支撑稳定性优化设计问题,离轴抛物面反射镜作为空间光学遥感器的重要光学元件,面形精度直接影响遥感器性能。针对反射镜所处环境,组件一阶频率要求高,设计了一种反射镜背部中心单点挠性支撑结构,并利用拓扑优化技术对反射镜进行了轻量化设计。为了结构设计的合理性,采用有限元技术对反射镜组件进行了模态分析、结构强度分析、谐响应分析及热环境分析。分析结果表明:反射镜在重力作用下最大面形误差RMS=1.16nm;在±10℃温度载荷作用下最大面形误差RMS=11.46nm;反射镜组件一阶频率为574.19Hz。使挠性支撑结构具有良好的静、动态特性和热尺寸稳定性,满足反射镜面形要求。     

Effects of heat treatment on the physical properties of lightweight aggregate from water reservoir sediment

Lightweight aggregates (LWAs) were produced from water reservoir sediment with added calcium oxide by employing four heat treatments, respectively, at temperatures in the range of 1170-1230 °C. The results show that LWAs produced at temperatures above 1200 °C meet European Union regulation EN-13055-1, which states that the unit weight of LWAs should be lower than 2000 kg/m³. The bulk density was easily lowered by extending the soaking time and increasing the heating rate. The ratio of strength to unit weight of the LWA produced at 1230 °C with a short soaking time and a fast heating rate was near that of a commercial product. The level of water adsorption was below 4%, which increased initially and then decreased due to pore connections and pore sealing. The formation of a glassy phase made the LWAs treated at higher temperature rough and sealed small pores (<0.1 mm) connected to the walls of large pores (>0.2 mm). The mineral phases of the LWAs were quartz, anorthite, and hematite.     

基于云的轻量级RFID群组标签认证协议

射频识别技术(Radio Frequency Identification,RFID)作为物联网中标识物品的关键技术,其因低成本、易携带等优势而得到了广泛的应用。基于云存储的RFID技术相较于传统RFID技术更具有应用市场,但其安全隐私问题也更为严重。另外,现有的很多群组标签认证协议不仅不符合轻量级要求,还具有密钥失同步的问题。文中提出一种基于云的轻量级RFID群组标签认证协议。该协议基于Hash函数而设计,它不仅解决了上述安全隐患,还能在群组认证过程中筛除无效标签和假冒标签。最后,利用BAN逻辑对该协议进行了分析。安全目标分析表明,该协议可以抗多重DOS攻击以及其他基本攻击,并满足前向安全性。     

轻集料对高强次轻混凝土物理力学性能的影响

研究了轻集料种类及其在粗集料中所占比例、轻集料粒径与级配以及体积砂率对高强次轻混凝土的表观密度、抗压强度、抗拉强度和弹性模量的影响.试验结果表明,轻集料的种类及其在粗集料中所占比例对不同强度等级的高强次轻混凝土具有相似的影响规律,即当轻集料在粗集料中比例不超过50%时,混凝土的抗压、抗拉强度和弹性模量随轻集料掺量变化的变化并不明显,而超过50%时,则随着轻集料掺量增大而明显降低;高强次轻混凝土的力学性能随轻集料粒径减小而提高,间断级配对混凝土的力学性能影响不利;体积砂率存在最佳范围,约为40%左右.