首页> 外文会议>Transportation Research Board Annual meeting >EXPERIMENTAL EVALUATION OF STRUCTURAL BEHAVIOR OF PRECAST UHPC WAFFLE BRIDGE DECK PANELS AND CONNECTIONS
【24h】

EXPERIMENTAL EVALUATION OF STRUCTURAL BEHAVIOR OF PRECAST UHPC WAFFLE BRIDGE DECK PANELS AND CONNECTIONS

机译:预制UHPC斜纹桥面板和连接结构的结构性状实验评估

获取原文

摘要

The AASHTO strategic plan in 2005 identified extending the service life of bridges andaccelerating bridge construction as two of the grand challenges in bridge engineering. Themotivation behind these challenges was to produce safer, economical and minimal maintenancebridges with a service life of 75 years at a faster rate to cater the country‟s increasinginfrastructure needs. Previous studies have shown that a prefabricated full-depth precast concretedeck system is an innovative technique that accelerates the rehabilitation process of a bridgedeck, extending its service life with reduced user delays, and community disruptions and lowersits life-cycle costs. Also, the recent use of ultra high performance concrete (UHPC) in the UnitedStates for bridge applications have been proven to be efficient and economical due to its superiorstructural and durability characteristics and their potential to increase bridge longevity. Byadopting the advantages from the previous research on UHPC, the design of full depth UHPCwaffle deck panel system has been developed over the past three years in Europe and the UnitedStates.A full-scale, single span 60 ft long and 33 ft wide prototype bridge with full depthprefabricated UHPC waffle deck panels has been planned for a replacement bridge in WapelloCounty, Iowa. In support of this project, the structural performance characteristics and theconstructability of the UHPC waffle deck system and its critical connections were studiedthrough an experimental program at the structural laboratory of Iowa State University (ISU).Two prefabricated, full-depth, UHPC waffle deck (8ft x 9ft 9 inches x 8 inches) panels wereconnected to two, 24-ft long precast prestressed girders and the system was tested under service,fatigue and ultimate loads. Based on the test observations and results, the experience gained fromthe sequence of construction events including fabrication, casting of UHPC infill transverse andlongitudinal joints, the prefabricated UHPC waffle deck system concept was found to be a viableoption to achieve the goals of AASHTO strategic plan.
机译:AASHTO在2005年的战略计划确定延长桥梁和桥梁的使用寿命。 加快桥梁建设是桥梁工程中的两个重大挑战。这 这些挑战背后的动机是产生更安全,经济和最少的维护 使用寿命更长的75年桥梁,以迎合该国不断增长的需求 基础设施需求。先前的研究表明,预制的全深度预制混凝土 甲板系统是一项创新技术,可加快桥梁的修复过程 甲板,从而延长了使用寿命,减少了用户延误,并减少了社区的骚扰并降低了 它的生命周期成本。另外,最近在美国使用超高性能混凝土(UHPC) 由于其优越的性能,桥梁应用的状态已被证明是高效且经济的 结构和耐用性特征及其增加桥梁使用寿命的潜力。经过 借鉴了以前的UHPC研究的优势,进行了全深度UHPC的设计 华夫甲板面板系统在过去的三年中在欧洲和美国被开发出来 状态。 全尺寸单跨度60英尺长和33英尺宽的原型桥,具有完整的深度 预制的UHPC华夫格装饰面板已计划在Wapello更换一座桥 衣阿华县。为了支持该项目,结构性能特点和 研究了UHPC华夫格平台系统的可施工性及其关键连接 通过爱荷华州立大学(ISU)结构实验室的实验计划。 两块预制的全深度UHPC华夫格面板(8ft x 9ft 9 inch x 8 inch)面板是 连接到两个24英尺长的预制预应力梁,并且该系统在使用中进行了测试, 疲劳和极限载荷。根据测试观察和结果,从中获得的经验 施工事件的顺序,包括制造,UHPC填充横向浇铸和 纵向接头,预制的UHPC华夫格甲板系统概念被认为是可行的 实现AASHTO战略计划目标的选择。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号