This project’s objective was to create a circular economy in the composites sector by examining the possibility of using wind turbine blade composite materials to construct noise-absorbing barriers for roads. The possibility of constructing road noise barrier panels from components obtained from turbine blades was conceptually examined, and the geometry and construction of wind turbine blades were evaluated for their suitability as filler components for panels. The tensile strength parameters of two types of composites made from windmill blades—a solid composite and a sandwich type—were established based on material tests. The strength of the composite elements cut from a windmill propeller was analyzed, and a three-dimensional numerical model was created using the finite element method. The strength values of the composite used to construct the noise barriers were compared with the stresses resulting from loads operating on the road noise barriers, as determined in compliance with current standards. It was discovered that acoustic screens composed of composite materials derived from wind turbine blades may withstand loads associated with wind pressure and vehicle traffic with sufficient resistance. In order to evaluate the environmental benefits resulting from the use of composite material made from wind turbine blades to make noise barriers, this study presents the values of the embodied energy and embodied carbon for several types of road noise barriers using life cycle assessment.

Utility poles made of glass fibre-reinforced polymer (GFRP) are becoming increasingly common in European countries. Therefore, it is necessary to accurately examine their structural properties to ensure the integrity and safety of the poles. The purpose of this article is to compare the bending resistance of GFRP composite lighting columns obtained using European standard procedures with full-scale experimental tests. Several composite lighting columns were tested as part of the research study, and coupon tests were performed to assess the material properties required to calculate their bending resistance according to European Standard (EN) 40-3-3. The results obtained differed significantly. Furthermore, it was observed that the current standard rules for obtaining the resistance of GFRP poles based on the limit state method show a higher load capacity of the column in comparison to the capacity obtained from the tests.

Sustainable construction is an important part of sustainable development because of its contribution to the economy as well as the environmental and social impact of buildings on our lives. Steel is one of the most basic materials, both in the structures and for the finishes. It enables efficiency, durability, and recyclability, especially for office buildings. All these features of steel show its sustainable potential. Consumers are becoming increasingly concerned about the environment. They need to be able to make informed decisions about the impact of their actions. This publication is aimed at setting out key themes for the design and construction of sustainable buildings. Examples of office building environmental analyses are presented to illustrate how this is being achieved in steel construction.

This article presents the results of an experimental study carried out to assess the possibility of using waste wind turbine blades as retaining wall structures for slopes and trenches. The use of Vestas and LM-type blades as retaining wall components was assumed, based on ‘columns’ made of Vestas-type closed profiles filled with concrete and ‘slabs’ of fragments extracted from LM-type blades. The results of the tests and comparisons of the displacement and strain values of the components obtained using different measurement methods are presented in this paper. The force–strain and force–displacement relationships obtained from the tests were used to validate numerical models of slope protection walls and excavations designed from used wind turbine blades. According to our research, there is a high degree of variability in the strength parameters and deformation of the composite elements made from the wind turbine blades. Therefore, in the case of this type of material, characterized by a significant variation in carrying capacity, deformability, and the nature of the failures, the use of different measurement methods makes it possible to obtain much of the data necessary for assessing the reusability of wind turbine blades in building.

This paper aims to conceptualise the construction of noise barrier panels from components recovered from used wind turbine propellers. At present, they are mainly waste, but many ideas for their reuse are emerging. Based on previously conducted material tests, the strength of the panels was calculated in accordance with EN 14388. The finite element method and the ANSYS space-claim programme were used to analyse the strength and generate a 3D numerical model of the cracked wind turbine propeller panels. The permissible values given in the standard were compared with those obtained for the deflection of the component.

The article aims to evaluate criteria that should be considered when deciding on the adaptive reuse of existing buildings. Reusing a building by means of renovation is in line with the concept of sustainability, as it makes it possible to extend the useful life of a building without incurring significant financial expenses. The concept is related to the theory of the circular economy, which maintains that by designing a system of closed-loop processes – in which waste from one process is used as raw material for another – the consumption of raw materials, the amount of waste and energy losses can be minimised. The article discusses criteria that local governments, municipalities, architects, and designers should consider when deciding whether to reuse a building. The criteria were classified as technical, economic, social, spatial and environmental. To achieve the main objective, we looked into the preferences of current and potential practitioners who might be involved in the adaptive reuse of buildings with regard to the criteria. The most significant criteria were validated using a survey method.