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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

封面

作者:柴丽娟著 著

页数:216

出版社:知识产权出版社

出版日期:2024

ISBN:9787513092470

电子书格式:pdf/epub/txt

网盘下载地址:下载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的受拉弹性模量最为接近, 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。

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。

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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Article Title:《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》
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