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Glued laminated timber and steel beams: A comparative study of structural design, economic and environmental consequences

机译:胶合层压木材和钢梁:结构设计,经济和环境后果的比较研究

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Purpose - This paper aims to compare glued laminated timber and steel beams with respect to structural design, manufacturing and assembly costs and the amount of greenhouse gas emissions. Design/methodology/approach - This paper presents structural design requirements in conformance with EN 1993: Eurocode 5 and Eurocode 3. With the help of these standards, expressions are derived to evaluate the design criteria of the beams. Based on the results of life-cycle analysis, the economic properties and environmental impact of the two types of beam are investigated. In this paper, the effect of beam span on the design values, costs and carbon dioxide emissions is analysed when investigating aspects of the structural design, economy and environmental impact. Different cross-sections are chosen for this purpose. Findings - The study shows that the glued laminated (abbreviated as "glulam") beams have a smaller tendency to lateral torsional buckling than the steel beams, and that they can be cheaper. From an environmental point of view, glulam beams are the more environmentally friendly option of the two beam materials. Furthermore, glulam beams may have a direct positive effect on the environment, considering the carbon storage capacity of the wood. The disadvantage of glued wood is that larger dimensions are sometimes required. Research limitations/implications - Wind load and the effect of second-order effects have not been considered when analysing the static design. Only straight beams have been studied. Furthermore, the dynamic design of the beams has not been investigated, and the bearing pressure capacity of the supports has not been analyzed. We have investigated timber beams with a rectangular cross-section, and steel beams of rolled I-sections, known as "HEA profiles". The cost analysis is based mainly on the manufacturing and assembly costs prevalent on the Swedish market. The only environmental impact investigated has been the emission of greenhouse gases. The design calculations are based on the European standards Eurocode 5 and Eurocode 3. Practical implications - To achieve sustainability in construction engineering, it is important to study the environmental and economic consequences of the building elements. By combining these two effects with the technical design of buildings made of steel and/or timber, the concept of sustainable development can be achieved in the long run. Social implications - The study concerns sustainability of building structures, which is an important of the sustainable development of the society. Originality/value - The paper contains new information and will be useful to researchers and civil engineers.
机译:目的 - 本文旨在将胶合层压木材和钢梁相对于结构设计,制造和装配成本和温室气体排放量进行比较。设计/方法/方法 - 本文介绍了与EN 1993一致性的结构设计要求:欧式码5和EUROCODE 3.在这些标准的帮助下,导出表达式以评估光束的设计标准。根据生命周期分析的结果,研究了两种梁的经济性质和环境影响。在本文中,在调查结构设计,经济和环境影响的方面,分析了梁跨度对设计值,成本和二氧化碳排放的影响。为此目的选择不同的横截面。结果 - 该研究表明,胶合层压(缩写为“胶壳”)梁的横向扭转倾向于横向弯曲的倾向,并且它们可以更便宜。从环境的角度来看,Glulam梁是两个光束材料的环保选择。此外,考虑到木材的碳储存能力,Glulam光束可能对环境具有直接的积极影响。胶合木材的缺点是有时需要较大的尺寸。研究限制/影响 - 在分析静态设计时尚未考虑风负荷和二阶效应的效果。已经研究过直梁。此外,尚未研究梁的动态设计,并且尚未分析支撑件的轴承压力容量。我们已经调查了具有矩形横截面的木梁和轧制I型部分的钢梁,称为“HEA轮廓”。成本分析主要基于瑞典市场普遍存在的制造和装配成本。调查的唯一环境影响一直是温室气体的排放。设计计算基于欧洲标准欧洲标准5和欧洲峰码3.实际意义 - 实现建筑工程的可持续性,研究建筑元素的环境和经济后果非常重要。通过将这两种效应与钢和/或木材制成的建筑物的技术设计相结合,可以长期实现可持续发展的概念。社会影响 - 该研究涉及建筑结构的可持续性,这是社会可持续发展的重要性。原创性/值 - 本文包含新信息,对研究人员和土木工程师有用。

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