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应变滞后对RC压弯结构套箍加固后极限承载力的影响研究
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作者 孙航行 周建庭 +2 位作者 陈磊 胡天祥 王蔚丞 《中外公路》 2021年第4期145-151,共7页
为探究RC压弯结构在"服役—加固—再服役"过程中的滞后应变对其套箍加固后极限承载力的负面影响,分析了滞后应变影响下RC偏压柱在套箍加固后可能存在的破坏模式,并在考虑混凝土材料非线性与滞后应变条件下计算并分析了一矩形... 为探究RC压弯结构在"服役—加固—再服役"过程中的滞后应变对其套箍加固后极限承载力的负面影响,分析了滞后应变影响下RC偏压柱在套箍加固后可能存在的破坏模式,并在考虑混凝土材料非线性与滞后应变条件下计算并分析了一矩形偏压RC柱在套箍加固后的极限承载力M-N关系曲线。分析结果显示:滞后应变使结构在加固后存在两种负面状态:(1)极限状态下原结构先于加固层到达极限,导致极限承载力降低;(2)极限状态下加固层先到达极限,但原结构应力水平较低,导致极限承载力降低。在现行加固规范的基础上,提出了考虑滞后应变的极限承载力计算修正公式,并分析了先期恒载水平、先期偏心水平以及截面厚高比(加固层厚与原截面高之比)等5项无量纲参数对公式中应变滞后劣化系数以及劣化扩大系数的影响,分析发现,在仅考虑加固效率时,采用高强材料与薄层加固可以有效提升加固材料利用率。 展开更多
关键词 滞后应变 RC压弯结构 套箍加固 极限承载力 M-N关系
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利用弹性稳定理论进行压弯结构稳定性分析 被引量:2
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作者 张劲 《建设机械技术与管理》 2002年第6期18-21,共4页
本文提出了不同支承方式的压弯构件稳定计算的方法,并举例分析计算,简便、快捷,为塔机等构件计算提供了一个好的方法。
关键词 压弯结构 弹性稳定 结构稳定 位移法
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东莞大汾北水道钢管混凝土拱桥受力分析 被引量:5
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作者 彭桂瀚 陈宝春 《福建建筑》 2003年第4期36-38,共3页
以东莞大汾北水道桥设计为研究对象 ,采用有限元程序 ansys建立全桥空间计算模型 ,分析大跨度钢管混凝土系杆拱的受力特性。
关键词 钢管混凝土 刚架系杆拱桥 受力分析 有限元 压弯结构 空间计算
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钢管混凝土拱桥在我国的应用与发展 被引量:2
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作者 周庆华 《国外建材科技》 2005年第3期91-92,95,共3页
钢管混凝土拱桥是近几年在我国兴起的一种桥梁形式,其发展非常之快。将对其结构形式、构造处理、施工方法等方面作简要的介绍。
关键词 钢管混凝土拱桥 桥梁形式 施工方法 压弯结构 中国
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The development of studying flexible pipe bend reinforced by Kevlar fibers 被引量:6
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作者 Chang-geng Shuai Lin He and Zhi-qiang Lu 《Journal of Marine Science and Application》 2003年第2期61-66,共6页
The flexible pipe bend can not only reduce the structural vibration and fluid noise in pipeline, but also realize the flexible connection of a horizontal line and a vertical line and compensate the displacement of thr... The flexible pipe bend can not only reduce the structural vibration and fluid noise in pipeline, but also realize the flexible connection of a horizontal line and a vertical line and compensate the displacement of three dimensions produced by the shock or vibration of pipeline in the special situations. Up to now, little attention has been paid to study the flexible pipe bend applied in the pipeline of medium or high pressure, because no appropriate framework materials can be used to reinforce it which must endure the burst pressure higher than 10 MPa. The investigation shows that it is possible to produce the flexible pipe bend of medium or high pressure if such fibers with high performance as Kevlar fibers are used to be its reinforced materials. However, its structural designing theory, manufacturing technology and measuring techniques aren't yet perfect and systematic, which leads to the instability of the performance of products. Furthermore, few references about its research can be seen. Therefore, it is necessary to systematically and thoroughly develop the structural designing theory, manufacture technology and measuring techniques of flexible pipe bend. 展开更多
关键词 Flexible pipe bend Elbow rubber hose Structural designing KEVLAR
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Flexural Behavior of FRP-Reinforced Concrete Composite Member
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作者 Joon-Seok Park Jin-Woo Choi Hyung-Joong Joo Soon-Jong Yoon 《Journal of Mechanics Engineering and Automation》 2012年第1期52-58,共7页
Concrete Filled FRP (Reinforced Polymeric Plastic) Tubes (CFFT) and Reinforced Concrete Filled FRP Tubes (RCFFT) are known to have the capability to enhance structural performance in terms of structural stabilit... Concrete Filled FRP (Reinforced Polymeric Plastic) Tubes (CFFT) and Reinforced Concrete Filled FRP Tubes (RCFFT) are known to have the capability to enhance structural performance in terms of structural stability, ductility, as well as chemical resistance when compared with conventional concrete members. In this study, the authors evaluate the structural performance of the CFFT and the RCFFT through flexural tests for the purpose of applying the members as flexural ones. Moreover, the compressive behavior of the CFFT and the RCFFT members was investigated to examine their confinement effects. Based on the experimental and analytical results of the compressive behavior of the members, equations for estimating the ultimate compressive strengths of the CFFT and the RCFFT were proposed. In addition, the degree of improvement on the flexural performance of the RCFFT member strengthened by the FRP was analyzed from the flexural tests. 展开更多
关键词 FRP (reinforced polymeric plastic) CFFT (concrete filled FRP tubes) confinement effect compression flexure.
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Highly sensitive wearable sensor based on a flexible multi-layer graphene film antenna 被引量:8
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作者 Danli Tang Qianlong Wang +5 位作者 Zhe Wang Quantao Liu Bin Zhang Daping He Zhi Wu Shichun Mu 《Science Bulletin》 SCIE EI CSCD 2018年第9期574-579,共6页
The use of advanced carbon nanomaterials for flexible antenna sensors has attracted great attention due to their outstanding electromechanical properties. However, carbon nanomaterial based composites have yet to over... The use of advanced carbon nanomaterials for flexible antenna sensors has attracted great attention due to their outstanding electromechanical properties. However, carbon nanomaterial based composites have yet to overcome drawbacks, such as low conductivity and toughness. In this work, a flexible multi-layer graphene film(FGF) with a high conductivity of 10~6 S/m for antenna based wearable sensors is investigated. A 1.63 GHz FGF antenna sensor exhibits significantly high strain sensitivity of 9.8 for compressive bending and 9.36 for tensile bending, which is super than the copper antenna sensor(5.39 for compressive bending and 4.05 for tensile bending). Moreover, the FGF antenna sensor shows very good mechanical flexibility, reversible deformability and structure stability, and thus is well suited for applications like wearable devices and wireless strain sensing. 展开更多
关键词 Multi-layer graphene film Flexibility Antenna based sensor High performance
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