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Steel-concrete composite beams using precast hollow-core slabs and a demountable shear connection mechanism

Steel-concrete composite beams using precast hollow-core slabs and a demountable shear connection mechanism
采用预制空心板和可拆卸剪力连接机构的钢-混凝土组合梁
批准号:
EP/P004253/1
负责人:
GEORGE VASDRAVELLIS
金额:
$12.88万
依托单位:
依托单位国家:
英国
项目类别:
Research Grant
财政年份:
2016
资助国家:
英国
项目状态:
已结题
起止时间:
2016 至 --

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中文摘要
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英文摘要
There is an urgent need for sustainable development in modern societies. As natural resources become more limited, and environmental pollution has reached alarming levels in many regions on the planet, man made activities need to switch to a more sustainable way of thinking and operation. Many governments worldwide have set ambitious sustainability targets for the near future. The UK government, specifically, has set as target the 80% reduction in carbon dioxide (CO2) emissions from all anthropogenic activities by 2050. The European Union has also included the drastic reduction of CO2 emissions, waste and energy consumption as first priorities in their agenda.The construction sector can play an important role to achieving a sustainable environment, since: a) the production of new materials is an energy intensive process, which is responsible for about 15% of the global CO2 emissions; b) buildings are usually being demolished at the end of their useful life creating waste and pollution, e.g. demolition is responsible for one third of total waste in the UK, and more than half of this waste is still sent to landfill; and c) the material demands will be doubled globally by 2050 according to recent reports. In addition, recycling is not a sustainable solution, because the recycling process is still very energy intensive and requires only marginally less energy than creating materials from scratch.A more sustainable solution is to find ways to avoid demolition of buildings at the end of their useful life. This can be done by developing innovative structural solutions that allow for the reuse of building components directly to new projects. In this way, the construction will produce less CO2 emissions (as there will be no need to manufacture new members or to recycle the old ones), much less waste will go to landfill, and the natural resources of the planet will be used more responsibly.Steel-concrete composite buildings have a large market share (more than 70% in the UK for multi-storey offices and car parks) and more than half of them use steel-concrete composite floors, i.e. the concrete slab is mechanically connected to the steel sections, which results in more economic designs. The current practice of constructing a composite floor, however, uses a connection method between the concrete slab and the steel sections that makes their separation extremely difficult; thus, the disassembly of these buildings is highly problematic. This project proposes a novel way to connect precast concrete slabs with steel sections that offers the advantages of: a) off-site fabrication of all components; b) easy and fast installation on the construction site; c) disassembly of the composite floor; and d) direct reuse of all components in new projects.The project will use experimental testing complemented by numerical analyses in order to develop the proposed novel structural system. Experiments will be conducted on both the slab-steel section connection system alone, in order to characterise its structural behaviour, and on large-scale composite beams replicating real beams in buildings. The experiments will provide evidence on the physical behaviour and the ultimate failure modes of the proposed system, whereas numerical simulations using advanced mathematical models will be used to study numerous geometrical configurations and generalise the results of the tests. Based on the results of the tests and the simulations, recommendations for the practical design of the proposed system will be proposed.The project involves collaboration with leading academics and key industrial partners in order to deliver a reliable sustainable solution for composite floor systems.
期刊论文(5)
专著(0)
科研奖励(0)
会议论文
08.28: Push out tests of a novel shear connection mechanism for use in demountable precast composite beams
08.28:用于可拆卸预制组合梁的新型剪切连接机构的推出测试
DOI: 10.1002/cepa.251
发表时间: 2017
期刊: ce/papers
影响因子: --
作者: [Feidaki E]
通讯作者: Feidaki E
DOI: 10.1016/j.istruc.2021.11.041
发表时间: 2022-01
期刊: Structures
影响因子: 4.1
作者: [Jun-Jun He-Jun;Ahmed S. H. Suwaed;G. Vasdravellis]
通讯作者: Jun-Jun He-Jun;Ahmed S. H. Suwaed;G. Vasdravellis
Steel-Yielding Demountable Shear Connector for Composite Floors with Precast Hollow-Core Slab Units
用于预制空心板单元复合地板的产钢可拆卸剪力连接器
DOI: 10.1061/(asce)st.1943-541x.0002356
发表时间: 2019
期刊: Journal of Structural Engineering
影响因子: 4.1
作者: [Feidaki E]
通讯作者: Feidaki E
Horizontal push out tests on a steel-yielding demountable shear connector
产钢可拆卸剪力连接件的水平推出试验
DOI: 10.4995/asccs2018.2018.7073
发表时间: 2018
期刊:
影响因子: --
作者: [Vasdravellis G]
通讯作者: Vasdravellis G
国内基金
海外基金
高性能纤维混凝土构件抗爆的强度预测
  • 批准号:
    51708391
  • 项目类别:
    青年科学基金项目
  • 资助金额:
    25.0万元
  • 批准年份:
    2017
  • 负责人:
    李杰
  • 依托单位:
静动态损伤问题的基面力元法及其在再生混凝土材料细观损伤分析中的应用
  • 批准号:
    11172015
  • 项目类别:
    面上项目
  • 资助金额:
    58.0万元
  • 批准年份:
    2011
  • 负责人:
    彭一江
  • 依托单位: