Götz Theodor Gresser

Background: The current adhesives for textile laminates are generally fossil-based, with corresponding disadvantages for recycling of the composite and biodegradability in the environment. Together with cellulose, lignin is one of the main structural components of wood and is generated in large quantities as a by-product of the paper manufacturing industry. With suitable processing, lignin can be applied as a bio-based adhesive in textile composites. Methods: In this study, lignin was applied as a thermoplastic adhesive interlayer to bond wood veneer and hemp fabric. The resulting composite (“flexwood”) was evaluated in terms of its mechanical properties (tear resistance, delamination strength), durability under accelerated dry heat and wet ageing, and biodegradability through soil burial tests in an outdoor field. Reference composites made of cotton and synthetic textiles were used for comparison. These were bonded to the same wood veneer using polyurethane adhesive. Results: Flexwood showed significantly higher tear resistance compared to conventional reference composites. Ageing tests demonstrated stable mechanical performance of flexwood over several weeks, although its adhesive strength decreased under prolonged humid conditions. Soil burial experiments revealed that both flexwood and the cotton-based reference degraded almost completely within 211 days, whereas the synthetic-based composite showed no relevant decomposition. Conclusions: The results demonstrate that lignin-based adhesives have strong potential for use in textile–wood composites due to their good mechanical performance and high durability for applications such as interior and automotive design. Flexwood is completely biodegradable, as confirmed by the soil burial experiments, contributing to more sustainable material cycles. Furthermore, it can replace petroleum-based polymers such as polyurethanes in textile-wood composites for various applications, thereby reducing both the carbon footprint of the products and microplastic pollution.

Polymer concrete is increasingly used in high-precision machine tools due to its excellent damping properties, thermal stability, and reduced environmental impact. However, its low tensile strength and stiffness limit its use in structural or dynamically loaded components. This study examines the mechanical enhancement of polymer concrete through the integration of prestressed continuous carbon fiber reinforcements. Specimens with embedded carbon fiber rovings prestressed up to 470 MPa were fabricated and tested under three-point bending and uniaxial compression loading. Bending strength increased by up to 35 % and bending stiffness by 16 %, with significant gains occurring beyond a prestress level of 70 – 110 MPa. CT imaging confirmed that prestressing delayed crack initiation and limited propagation. Under compressive loading parallel to the fiber direction, strength increased by up to 8 %, though the effect diminished at higher prestress levels. A reduction in compressive strength was observed for transverse loading, attributed to matrix discontinuities and stress redistribution. The results demonstrate that prestressed fiber integration significantly improves the structural performance of polymer concrete, offering enhanced load capacity and failure resistance. These findings lay the foundation for broader application of polymer concrete in load-bearing components and support the development of hybrid systems combining mechanical efficiency with design flexibility.

The kinetics of liquid transport in textiles are determined by the thermodynamic boundary conditions and the substrate’s structure. The knitting process offers a wide range of possibilities for modifying the fabric structure, making it ideal for high-performance garments and technical applications. Given the highly complex nature of textiles’ interaction with liquids, this paper investigates how fabric structure affects combined wicking and drying behaviour. This facilitates comprehension of the underlying transport processes on the yarn and fabric scale, which is important for understanding the behaviour of the material as a whole. The presented experiment combines analysis of wicking through radial liquid spread using imaging techniques and analysis of the drying process through gravimetric measurement of evaporation. Eight samples of single jersey knitted fabrics were produced using polyester yarns of different texturization and fibre diameters on flat and circular knitting machines. The fabrics demonstrate significantly different wicking behaviours depending on their structure. The fabric’s drying time and rate are directly linked to the macroscopic spread of the liquid. Large inter-yarn pores hinder liquid spread. For the lowest liquid saturations, the yarn structure plays a critical role. Using fine, dense yarns can hinder convective drying within the yarn. Textured yarns tend to exhibit higher specific drying rates. The results offer a comprehensive insight into the interplay between the fabric’s structure and its wicking and drying behaviour, which is crucial for the development of functional fabrics in the knitting process.

Pore sizes on the micrometre scale are a critical factor influencing the fluid transport properties of textiles. Consequently, the pore size distribution function is a desirable parameter in the design of textiles for technical applications. However, the experimental determination of pore size and its distribution can be challenging, costly, or impractical. Knitted fabrics offer a wide range of porosity and pore size distribution properties. While statistical models have shown reasonable accuracy in predicting pore size distributions in nonwovens and filter media, no equivalent model exists for twist-texturized yarns and single-jersey knitted fabrics. This study presents a hierarchical pore model for single-jersey fabrics. The model uses a log-normal distribution for the intra-yarn pores in the yarn and cylindrical pores for inter-yarn pores between the yarns in the fabric. With these two pore sizes, the model quantitatively characterises the porous structure of the fabric. Initial validation of the model for intra-yarn pores on four yarns of different fibre finenesses shows that the model can cover the influence of different fibre counts. For the validation on the fabric scale, two tomography datasets of single-jersey knitted fabrics show that the presented model can capture the effect of different fabric structures. A parameter study visualises the effects of both yarn and knitting parameters on the pore size distribution function of single-jersey knitted fabrics. The mean pore sizes of the fabrics are given. The results deepen the understanding of the porous properties of knitted fabrics and provide a valuable direction for structural fabric development on knitting machines.

Fiber-reinforced composites offer innovative solutions for architectural applications with high strength and low weight. Coreless filament winding extends industrial processes, reduces formwork, and allows for tailoring of fiber layups to specific requirements. A previously developed computational co-design framework for coreless filament winding is extended toward the integration of reciprocal design feedback to maximize design flexibility and inform design decisions throughout the process. A multi-scalar design representation is introduced, representing fiber structures at different levels of detail to generate feedback between computational design, engineering, and fabrication. Design methods for global, component, and material systems are outlined and feedback generation is explained. Structural and fabrication feedback are classified, and their integration is described in detail. This paper demonstrates how reciprocal feedback allows for co-evolution of domains of expertise and extends the existing co-design framework toward design problems. The developed methods are shown in two case studies at a global and component scale.