Behaviour of post-tensioned composite steel-concrete slabs

后张法钢-混凝土组合板的性能

• 批准号: LP0990190
• 负责人: Prof Gianluca Ranzi
• 金额: $ 21.06万
• 依托单位: The University of Sydney
• 依托单位国家: 澳大利亚
• 项目类别: Linkage Projects
• 财政年份: 2010
• 资助国家: 澳大利亚
• 起止时间: 2010-06-23 至 2014-12-31
• 项目状态: 已结题
• 来源: https://dataportal.arc.gov.au/RGS/Web/Grants/LP0990190
• 关键词: Behaviour; post; tensioned; composite; steel

Post-tensioned composite steel-concrete slabs represent an attractive and novel form of construction capable of combining the advantages of the two most commonly used flooring systems in the Australian building industry which consist of post-tensioned slabs in the case of concrete structures and of composite slabs for steel structures. The advantages of this novel system cannot be exploited as yet as no design guidelines are currently available. The proposed research team embraces all the construction building industry and will investigate the structural behaviour of post-tensioned composite slabs, producing valuable design guidance to keep Australian research and practice at the forefront internationally.

后张复合钢-混凝土板代表了一种有吸引力且新颖的建筑形式，能够结合澳大利亚建筑行业两种最常用的地板系统的优点，其中包括混凝土结构的后张板和复合地板钢结构用板。由于目前还没有可用的设计指南，因此尚无法利用这种新颖系统的优点。拟议的研究团队涵盖所有建筑行业，并将研究后张法复合板的结构行为，提供有价值的设计指导，使澳大利亚的研究和实践保持在国际前沿。