塑料合金高弹性联轴器试验台的开发研究

对塑料合金高弹性联轴器的综合性能试验台进行了设计，阐述试验台的设计要求、设计思想和结构特点，并介绍试验台的总体布局和组成部分；液压系统是试验台的核心部分，重点对液压系统进行设计及说明。     

考虑塑性铰外移的钢框架梁柱连接设计

介绍美国联邦突发事件管理局 (FEMA)对 1 994年北岭地震中焊接钢框架节点破坏原因的正式解释 ,说明塑性铰外移的必要性。此外 ,还介绍了塑性铰外移的两种基本形式以及狗骨式 (RBS)连接的有关设计规定和适用条件 ,其设计方法可供我国工程设计人员参考。     

热塑性塑料管材抗蠕变性能评价

描述了热塑性塑料管材的抗蠕变性及其有关的评价方法，介绍了几种标准测试方法。     

新型热熔整体式塑料排水板研制

新型热熔整体式塑料排水板是河海大学研制的用于软土地基加固处理的一种新材料。在介绍新型热熔整体式塑料排水板的结构、原材料、生产工艺的基础上,对其性能进行了较全面的试验研究。结果表明:新型热熔整体式塑料排水板优于目前广泛使用的分体式塑料排水板,具有整体性好、抗拉强度高、排水量大、耐久性好等优点。     

Surface treatment for adhesive-bonded joints by excimer laser

In this work a treatment for surface preparation to improve mechanical resistance in adhesive bonding of plastic composites reinforced with fibres and metallic material, has been performed using an excimer laser. The following couplings have been selected to reproduce joints commonly used in the aerospace and automotive industry: CFC (carbon fibre composite) with CFC, CFC with Al 2024T3, Al 99% with Al 99%, GFC (glass fibre composite) with zinc-coated sheet in low carbon steel FeP01. The surfaces have been prepared using an excimer laser, adopting several values of laser parameters. The obtained surfaces have been examined by optical and scanning electron microscope: comparative measures of wetting and roughness have been performed to obtain an accurate characterisation and to select the proper finishes suitable to improve the mechanical resistance of the joints. The results obtained show that laser treatment always improves the final resistance of the joint; notable increases, and no significant surface damages have been highlighted. Better results have been obtained with the Al 99% with Al 99% joints which, with a low number of pulses treatment, have shown an increase of mechanical resistance up to the 70%.     

排气歧管流固耦合仿真与试验

针对发动机排气歧管的断裂问题,对某发动机排气歧管的热负荷进行流固耦合分析,并在台架试验中测量其温度场和应变.考虑热辐射和材料的非线性,建立排气歧管的内流场CFD模型、传热模型和有限元模型,分析得到排气歧管的温度场、应力场和塑性应变云图等.仿真结果与试验结果吻合较好.仿真结果表明排气歧管汇合处的温度最高,塑性应变最大位置与试验测得的断裂危险区域吻合.     

自密实包浆再生混凝土早期塑性开裂试验研究

为了研究包浆再生粗骨料对自密实再生混凝土早期塑性开裂性能的影响,通过正交试验得出混凝土相对最优的配比方案。在此基础上,控制其他因素不变,以包浆水泥强度等级为单一变量,采用平板约束法,进行混凝土早期塑性开裂试验。结果表明:再生粗骨料经过包浆后,混凝土抗压与抗折强度均得到一定的提高;再生混凝土单位面积总开裂面积约为普通混凝土的1.5倍,经过水泥包浆后,开裂面积有了不同程度的减少,与未包浆的相比,32.5R、42.5R、52.5R水泥包浆的混凝土开裂面积分别减少了11.1%、25.1%、13.1%,其中42.5R水泥的包浆效果最好。结合微观电镜试验发现,骨料包浆可加强混凝土的界面过渡区,提高其抗开裂能力。     

The importance of the compression test procedure for plastic drums for dangerous goods

Packagings for the transport of dangerous goods are tested by four tests:- free fall, leakproofness, hydraulic pressure and stacking. However, the test procedures can be interpreted in different ways, particularly the stacking test. Some test authorities apply a guided load to the top of the package and others, including the LNE in France, use non-guided loads. The objective of recent research carried out at LNE was to evaluate the risk (in terms of stack stability for dangerous goods packagings) if the stacking tests are performed with guided loads rather than non-guided loads. The stacking tests were carried out on a limited number of plastic drums (200 of four types) submitted for qualification testing using the above four tests, with either guided or non-guided loads. From the results we conclude that:

• i for the transport of dangerous goods of Danger Group I, the field of use is not altered when tested by either procedure.
• ii with goods of Danger Groups II and III, the use of either procedure does not alter the position as far as transport is concerned. However, there is a risk in warehousing: the non-guided procedure being preferred.

     

SPECTRAL RADIUS,KRONECKER PRODUCTS AND STATIONARITY

Abstract. We provide a stochastic proof of the inequality ρ(A?A+B?B) ≥ρ(A?A), where ρ(M) denotes the spectral radius of any square matrix M, i.e. max{|eigenvalues| of M}, and M?N denotes the Kronecker product of any two matrices M and N. The inequality is then used to show that stationarity of the bilinear model will imply stationarity of the linear part, i.e. the linear ARMA model for r= 1 and q= 1. Furthermore, it is shown that stationarity of the subdiagonal model, i.e. the bilinear model with b_ij=0 for i< j, again implies stationarity of its linear part, provided that the stationarity condition given by Bhaskara Rao and his colleagues is met. Interestingly, the conclusion that stationarity of the subdiagonal models, implies that the linear component models cannot be extended to the general non-subdiagonal bilinear models. The last observation is demonstrated via a simple example with p=m= 1, r= 0 and q= 2.     

钢管混凝土柱-混合梁节点抗震性能试验研究

提出适用于装配式大跨度组合框架结构的钢管混凝土柱-混合梁节点. 为了研究节点的抗震性能及受力机理,对2个足尺中柱节点试件进行低周往复加载试验. 2个试件分别采用混合梁端型钢翼缘削弱式(RBS)节点以及梁端普通型钢节点. 对2个节点的破坏形态、耗能能力、承载能力、延性以及混合梁的应变分布规律进行对比分析. 试验结果表明,对梁端型钢翼缘的削弱处理可以有效促进试件在翼缘削弱区形成塑性铰,避免梁端焊缝的脆性破坏. 相比型钢未经处理的节点,翼缘削弱节点展现出更好的延性和耗能能力;梁底附加钢筋屈服后的黏结滑移会影响节点的耗能能力,在锚固长度满足规范要求的前提下,应适当增加其配筋率,以防止过早出现附加钢筋屈服后的黏结滑移.