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.     

层状岩体在三轴加载下的扩容及塑性应变特性

为研究层状岩体在三轴加载下的扩容及塑性应变特性,选取具有典型层理构造的千枚岩为研究对象,制作倾角为0°、30°、45°、90°标准岩样,采用MTS815试验系统进行三轴加载试验,定义了塑性应变比以研究轴向与环向裂隙的发展速度。结果表明:千枚岩应力-应变曲线5个典型区段及特征应力与围压和层理倾角存在明显的相关性;千枚岩扩容起点对应的体应变随着围压的升高而减小,扩容起点对应的轴向应变和体应变随着倾角的增大而减小;不同层理倾角千枚岩长期黏聚力普遍大于峰值黏聚力,长期摩擦角普遍小于峰值摩擦角;较低围压水平下轴向裂隙的发展速度比环向裂隙的发展速度更快,较高围压水平下环向裂隙的发展速度随着偏应力增大而显著变快。     

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.

     

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.     

焊接构造对T型接头超低周疲劳性能的影响

为了研究焊接细节对钢结构超低周疲劳性能的影响,以T型接头为对象,在通用有限元程序Abaqus平台上,开发基于Arlequin算法的结构多尺度计算程序. 利用多尺度算法,开展焊接接头的局部弹塑性有限元分析. 比较焊趾半径、厚钢板未熔透长度及焊趾表面凹凸对局部塑性应变履历的影响,利用Coffin-Manson模型对T型接头的超低周疲劳特性进行定性讨论. 数值计算结果表明,焊趾位置是焊接接头的超低周疲劳易损位置,厚钢板的未熔透长度对焊接部位局部塑性应变的影响不大;焊趾半径对焊趾局部塑性应变有较大的影响,增大焊趾半径可以有效提升钢结构在循环荷载下的超低周疲劳性能;焊趾表面的平整性是影响焊趾局部塑性应变履历的重要因素,尖锐的凹坑会明显降低焊接接头的超低周疲劳性能,磨平的焊趾表面可以减少局部塑性应变,提高接头的超低周疲劳强度.     

装配式凸轮轴滚花连接机理及连接强度研究

装配式凸轮轴与传统凸轮轴相比具有重量轻、加工成本低、材料利用合理等优点。是新型的凸轮轴制造技术, 具有广泛的发展空间。而其连接方法是装配式凸轮轴制造的关键技术。本文基于相异材料的咬合连接理论, 提出了滚花式塑性变形连接机理, 对不同材料、尺寸的滚花式凸轮轴静连接强度及疲劳强度进行了实验研究, 同时分析了滚花连接的不同连接状况以及凸轮压装张紧应力。     

塑料管材在水利工程中的具体应用及质量检测

通过分析水利工程中常用塑料管材的种类与特点,了解塑料管材在农田水利、建筑给水、建筑排水中的具体应用,并对水利工程中塑料管材的具体质量检测方法进行阐述,为城市、乡村水利工程建设提供参考。