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生态高延性水泥基复合材料桥面无缝连接板结构设计及关键技术

生态高延性水泥基复合材料桥面无缝连接板结构设计及关键技术

出版社:知识产权出版社出版时间:2024-07-01
开本: 其他 页数: 216
本类榜单:工业技术销量榜
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生态高延性水泥基复合材料桥面无缝连接板结构设计及关键技术 版权信息

  • ISBN:9787513092470
  • 条形码:9787513092470 ; 978-7-5130-9247-0
  • 装帧:一般胶版纸
  • 册数:暂无
  • 重量:暂无
  • 所属分类:>

生态高延性水泥基复合材料桥面无缝连接板结构设计及关键技术 内容简介

本书介绍了汽车与桥梁耦合振动的研究现状及发展展望, 汽车与桥梁耦合振动分析理论和方法及相关计算模型的建立, 桥针对中小型桥梁中伸缩缝的频繁损坏问题, 采用生态高延性水泥基复合材料 (Eco-HDCC) 浇筑桥面无缝连接板, 替换伸缩缝。Eco-HDCC具有优越的极限延伸率和较小的裂缝宽度, 在工程应用上有很大的前景。玄武岩纤维增强聚合物 (BFRP) 筋作为增强筋材, 在众多筋材种类中, BFRP筋的受拉弹性模量与Eco-HDCC的受拉弹性模量*为接近, BFRP筋与Eco-HDCC协同变形, 可提高结构的承载力, 在桥面无缝连接板中配置BFRP筋。本文以获得Eco-HDCC桥面无缝连接板设计方法为目标, 从Eco-HDCC材料性能、BFRP筋增强Eco-HDCC构件性能以及桥面无缝连接板结构性能三个层次进行研究。

生态高延性水泥基复合材料桥面无缝连接板结构设计及关键技术 目录

第1 章 绪论··················································································· 11.1 研究背景·················································································· 11.2 HDCC 桥面无缝连接板的设计方法················································ 51.3 FRP 筋增强HDCC 构件的抗弯性能··············································· 71.4 FRP 筋与HDCC 的黏结性能······················································ 131.5 FRP 筋增强HDCC 构件的断裂性能············································· 191.6 HDCC 材料的碳化前沿及不同因素作用下HDCC 的力学性能············ 201.7 已有研究存在问题··································································· 241.8 研究目标、技术路线及研究内容················································· 25第2 章 Eco-HDCC 材料的基本力学性能·········································· 282.1 引言······················································································ 282.2 试验方案················································································ 292.3 Eco-HDCC 配合比的选择···················································
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生态高延性水泥基复合材料桥面无缝连接板结构设计及关键技术 作者简介

柴丽娟,太原理工大学讲师,毕业于东南大学材料科学与工程专业,工学博士,主要研究方向为高延性水泥基复合材料性能优化设计、桥面无缝连接板结构设计。

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