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本文提出了一种新型柱脚设计方案，将非金属预应力筋安装在柱脚，运用施加预应力的方法改变柱脚应力性质，使其不仅易于抗压，也易于抗弯和抗拉，改善了高强绝缘陶瓷的脆性特性，提高其韧性。针对该新型柱脚设计方案，以一实际工程为算例，进行了AFRP张拉锚固方法探究试验以及瓷绝缘柱脚抗弯试验。通过试验，总结了AFRP筋施加预拉力的方法，并分析了该新型柱脚的受力性能。 相似文献
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为了研究立式长轴消防泵转子的静力学特性,以XBC18-178-240LC3型号的立式长轴消防泵为研究对象.首先根据设计参数通过Creo建立了立式长轴消防泵内部流场的三维模型以及转子的物理模型,采用CFX对该泵在0.20Qd,0.65Qd,1.00Qd,1.20Qd,1.40Qd和1.50Qd这6种工况下进行三级泵内流场的定常数值模拟;然后把物理模型导入ANSYS Workbench中,并根据实际运行过程设置约束条件,根据模块耦合功能,将流场的模拟结果导入固体结构实现单向流固耦合,对转子模型进行了带预应力的静力学特性分析.结果表明:叶轮内部受到的流体载荷随叶轮级数增加而增大,随流量增加而减小;转子总变形量的最大值位于第三级叶轮后盖板的边缘处,等效应力与等效应变的最大值位于第三级叶轮后盖板边缘与叶片出口边的交点上,都随流量增加而减小;在0.20Qd,0.65Qd,1.00Qd和1.50Qd这4种工况下转子的最大等效应力为118.23 MPa,小于其许用应力250 MPa,符合强度要求;该泵的工作转速1 485 r/min小于其0.85倍的一阶临界转速,符合动力学设计要求.因此,在满足安全运行的工况下,XBC18-178-240LC3型号的立式长轴消防泵满足设计要求和使用要求. 相似文献
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对某校土木工程实验中心的反力墙实验系统进行了静力有限元分析。讨论了有限元单元类型,材料参数的计算和混凝土破坏准则的参数选择。通过计算机仿真加载试验,得到考虑加载孔削弱后等效的混凝土单轴抗拉强度,从而对有加载孔的反力墙和台座模型进行了简化。因主要关注的是预应力反力墙结构的整体性能,故选择了分离式等效载荷法作为预应力施加方法,以分析预应力对结构的整体效应。对荷载步进行了设计,以清楚显现预应力大小对结构变形和应力的影响。计算结果表明,预应力的施加能减少位移,减小拉应力;反力墙系统能满足变形、强度和抗裂度要求。 相似文献
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OBJECTIVE: To compare ease of insertion, load to failure, and mode of failure of cortical and cancellous screws, BoneBiter, IMEX, and TwinFix suture anchors in canine metaphyseal tibial bone. STUDY DESIGN: Experimental biomechanical study. ANIMALS: Canine cadaveric tibias. METHODS: One investigator inserted all anchors and subjectively evaluated ease of placement. Anchor systems were loaded to failure along axis of insertion with audio-video recording to determine failure mode. RESULTS: BoneBiter was the most difficult anchor to insert successfully. Mean+/-SD loads to failure were cancellous screw (711+/-193 N), IMEX 4.7 mm 18 g wire (661+/-163 N), IMEX 4.0 mm 18 g wire (661+/-165 N), cortical screw (635+/-184 N), BoneBiter #5 Kevlar suture (393+/- 109 N), and TwinFix 5.0 mm #2 polyester (267+/-73 N). No significant differences were noted among the cortical screw, cancellous screw, IMEX 4.7 and 4.0 mm, all of which were significantly (P<.001) greater than BoneBiter and TwinFix . Failure modes were pullout of bone, suture-wire breakage, eyelet breakage, or no failure to 1000 N: screws (18,0,0,2), IMEX (18,1,1,0), BoneBiter (2,8,0,0), and TwinFix (0,10,0,0). CONCLUSIONS: Fixation devices were user friendly, with the exception of BoneBiter. Mode of failure is dependent on suture material and anchor design. Cortical and cancellous screws, and IMEX anchors with 18 g wire have significantly greater load to failure compared with BoneBiter and TwinFix suture anchors. CLINICAL RELEVANCE: Based on load to failure, ease of use, design characteristics, and cost, IMEX anchors may have advantages over other comparable soft tissue fixation devices. 相似文献
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The bending capacity tests on ten simple supported beams were conducted to investigate the damage characteristics, prestress increment, beading capacity and displacement ductility of unbounded prestressed concrete beams with HRBF500 steel bars. The results show that the HRBF500 steel bars has yielded before the limit state. The concrete in compression zone crushes upon the broken of the beams, which shows a sudden damage mode. The measured ultimate stress increments of unbounded tendons are in linear relationship with the comprehensive reinforcement ratio index, while the values of the ultimate stress increments are obviously higher than those values specified in the code GB50010-2010, and the average ratio of predicted values to testing values is about 0.35. The mid span deflection upon yielding of the beams is large, while the displacement ductility is bad and the average value of the displacement ductility ratio is 1.67. The displacement ductility ratio decreases with the increases of the comprehensive reinforcement ratio index. Based on the experimental results, the proposed calculation formula of ultimate stress increments of unbounded tendons was established, and it is in good agreement with the experimental results when the testing value is less than 450 MPa. 相似文献
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预应力混凝土桥梁在公路建设中应用广泛,本文介绍了预应力混凝土桥梁在施工过程中的质量控制要点。只有在施工过程中牢固稳定的支架,规范合格的预应力张拉,才能施工出质量优质的合格桥梁。 相似文献
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Histopathological changes of Cichlidogyrus philander Douëllou, 1993 on the gills of Pseudocrenilabrus philander (Weber, 1897) were studied using light and scanning electron microscopy. Observations revealed that C. philander attaches to its host by alternating the prohaptor (for temporary attachment or feeding) or haptor (using haptoral parts for firm and secured attachment). The sharp terminal ends of the anchors are inserted basally into the gill lamella, between two adjacent secondary gill lamellae and the marginal hooklets assist by superficially penetrating, holding and lifting epithelial tissue in the proximal region of the secondary gill lamella. The attachment of C. philander resulted in compression, rupturing of the interlamellar epithelium, change in the organization of epithelial cells in both primary and secondary gill lamella, displacement of the extracellular cartilaginous matrix, occasional rupturing of blood vessels and erythrocytes and some cells becoming ill-defined. At the site of attachment, the host response comprises of hyperplasia, increase in the number of mucous cells and infiltration with neutrophils. It was concluded that the effect of C. philander is mild in natural conditions. 相似文献
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部分预应力技术在板梁中的应用 总被引：2，自引：0，他引：2
结合哈尔滨市二环路部分预应力结构工程实际,通过与常规设计板梁梁结构技术经济指标的综合分析比较发现,部分预应力结构具有技术经济指标先进、节省主要材料用量等特点,是大批量应用于中小跨径桥梁之首选结构形式,是桥梁设计、建造标准化的发展方向。 相似文献