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Logo Institut für Baustoffe, Massivbau und Brandschutz der TU Braunschweig
Researches in Division of Organic and Wooden Based Materials
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Researches in Division of Organic and Wooden Based Materials

Focus areas

Organic building materials from NaWaRo

NaWaRo-based, organic building materials are not only wood, but also all other building materials that can be obtained from various plants. This includes not only load-bearing elements, but also natural fiber insulation materials, bio-based plastics and hybrid components where, for example, wood and/or natural fiber textiles are combined with concrete. Specific questions arise there, such as durability, compatibility of the individual components, ageing, behavior under quasi-static and dynamic loads, creep behavior, joining technology and others. We experimentally investigate the relevant properties and their changes over time. We develop and validate the material models and examine the structures of the building materials using, for example, light and electron microscopy, atomic force microscopy (AFM) or porosimetry.

 

Organic and inorganic hybrid building materials and components

The focus here is on the development of new building materials in which various advantages of individual components are to be combined. In this context, issues such as recycling, material compatibility, durability, load-bearing capacity and rheology are investigated.

 

Organic and inorganic materials

Research into organic materials focuses on the durability of polymer materials.

In principle, all materials are subject to more or less pronounced fatigue or ageing processes, depending on stabilization and external boundary conditions. The service life is a function of time, temperature, load (static, dynamic) and the medium.

A frequent issue is the service life of fiber-reinforced resin-impregnated liners in the rehabilitation of pipelines.  For example, one research project investigated the use of GRP liners for the rehabilitation of district heating pipes at temperatures of 120°C and at a pressure of 10. Another project is concerned with the dynamic loading of liners in pressure pipelines, for example as a result of pressure surges. Here, dynamic long-term tests went hand in hand with finite element calculations. The fatigue strength of fiber-reinforced structures plays a role not only in underground infrastructure, but also in components that are increasingly being used in means of transport to save weight. The coordinated design of the fiber-reinforced structure through to the finish is always of great importance.

Another project dealt with the dynamic durability of bonded seams under the influence of agents. Basically, the research projects and damage analysis investigations are always concerned with the failure of materials and material combinations in interaction with the environment.

Research into inorganic materials focuses on the utilization of secondary raw materials from industrial processes and the development of new building materials.

The reactivity of the materials, eluate behavior and resistance to external influences may play a role here. Last but not least, inquiries from the field often provide the impetus for in-depth investigations.

Last but not least, combinations of organic and inorganic structures always play a role.

 

Current projects

Creation of a guideline for the construction of multi-storey buildings with wood under explicit consideration of wind loads; Sub-project 2: Vibration analysis and extrapolation - Acronym: LeiWind

The aim of this research project is to develop a guideline for the realization of tall timber buildings. Specifically, the issue of ensuring serviceability due to wind loads as external dynamic effects on tall timber buildings is to be considered. Within the framework of the guideline to be developed, structures and components (façade elements, fastenings, connections) of multi-storey timber buildings will be tested, analyzed and evaluated in terms of vibration. The overall stiffness of the multi-storey structure is largely dependent on the stiffness of the individual components. The results of the research project will make a decisive contribution to the further development of the safety of sustainable building structures with regard to their susceptibility to vibration and serviceability in the course of the planning and implementation of multi-storey buildings in timber construction.

 

Long-term behavior of wood-hybrid systems for sustainable construction

Resource conservation and energy efficiency will determine the building of the future. Wood is an environmentally friendly and versatile building material. In addition to the good ecological balance, timber constructions also offer various technical advantages. Innovative wood-hybrid systems have even better mechanical properties, greater durability and enable slender component structures. As a result, they are not only more resource-efficient than conventional construction methods, but also expand the architectural scope. In this project, we are investigating the long-term behaviour of such hybrid systems, optimizing them and thus creating the basis for their use in the construction industry. Our aim is to significantly increase the proportion of wood in future buildings.

Wood is a versatile and naturally occurring material. It has a relatively high strength in relation to its weight and also offers a high degree of adaptability and workability. It is therefore not surprising that wood is one of the earliest and longest used building materials. In addition, timber constructions are often aesthetically pleasing, which further favors their use.

Nowadays, however, masonry, steel and concrete dominate the market. Reinforced concrete in particular has been specially tailored to the high load conditions in multi-storey or long-span building construction and civil engineering. The combination of concrete (high compressive strength) and steel (high tensile strength) ensures high overall stability. In addition, steel and concrete are homogeneous. The mechanical properties of steel and concrete can be precisely predicted and specifically adjusted to the intended load. When constructed correctly, reinforced concrete is also very durable, even in changeable weather conditions.

However, the production, processing and recycling of reinforced concrete is very energy-intensive. The high energy input and chemical processes involved in cement production release large quantities of CO2. The long transportation routes of the raw materials also have a negative impact on the CO2 balance. Wood has a significantly lower energy requirement, is more climate-friendly as a rapidly renewable raw material and is also available locally. In view of the shortage of raw materials and rising energy prices, wood as a building material is once again becoming the focus of the construction industry, also from an economic perspective.

However, in addition to various advantages, wood also has some disadvantageous properties that have limited its use as a building material in load-bearing structures to date. Wood has a comparatively low tensile and compressive strength perpendicular to the grain direction and, depending on the type of wood, a relatively low dimensional stability and durability with fluctuating temperature and humidity. In addition, the mechanical properties of timber constructions are always subject to certain fluctuations due to the naturally grown wood structure. In order to ensure reliability despite the variability, the worst-case scenario is assumed. Therefore, timber constructions tend to be oversized.  

In order to extend the range of applications for timber structures, two innovative timber hybrid systems are being investigated to compensate for the disadvantageous properties of timber. The targeted combination with other materials significantly improves the mechanical properties of the overall construction. The hybrid systems are particularly advantageous in areas subject to high loads, for example in the tensile stress area of a beam, in component connections or as sheathing for pillars. The variability of the mechanical properties of the overall structure is also reduced, making the behavior more predictable. The hybrid systems therefore enable slimmer structures, expand the scope for design and save costs.

 

Timber-concrete composite system

Compared to conventional reinforced concrete, timber-concrete composite systems (TCC) use wood instead of steel to absorb the tensile forces that occur in the composite. This hybrid system promotes the use of wood as a sustainable material in the construction industry. Furthermore, this system can offer advantages for use under bending loads, in which high tensile stresses occur on the underside of the composite system, such as in beams or ceiling slabs. In the latter case, a wooden beam construction with a top layer of wood-based panels is installed first. The top layer is an integral part of the construction and serves as both support and formwork. It is coated with an adhesive and then filled with fresh concrete. The concrete layer ensures high strength in the compression zone, while the timber absorbs tensile forces. This results in high flexural strength in the composite. Compared to reinforced concrete ceilings, large amounts of tensile reinforcement and concrete are saved. In addition, HBV systems facilitate processing on the construction site because, in contrast to conventional construction methods, the formwork is not removed once the concrete has hardened.

Combination of wood with fiber composite plastic

Wood-fiber-reinforced plastic systems utilize the strength of synthetic (e.g. glass or carbon) and natural (flax or basalt) fibers in the area subject to tensile stress. Depending on the application and stress, several layers of adhesive and fiber fabric are applied to the tensile side of wooden structures. There are various methods for the application of FRP, such as vacuum infusion or the so-called hand lay-up process, which offers advantages for high demands on flexibility or in-situ reinforcements. In return, vacuum infusion offers high quality and reproducibility.  By reinforcing the wooden beam with fiber composite plastic, the tensile strength and rigidity of the component can be significantly increased and the high, natural variability of the wood can be better controlled. And to such an extent that the use of wood species and grades that have been little used to date is also conceivable. This could increase the scope for climate and environmentally friendly forestry. Due to its flexible processing, fiber composite plastic can even be used to reinforce the load-bearing structure in existing timber buildings.

 

So far, there is little knowledge about the long-term behavior of the two wood hybrid systems under different environmental conditions. Current studies are limited to the short-term behavior. A junior research group led by the Fraunhofer WKI is now investigating the long-term behavior of these hybrid timber construction systems for the first time. The team of scientists from the Fraunhofer WKI and the Institute for Building Materials, Solid Construction and Fire Protection (iBMB) at the Technical University of Braunschweig is looking at the long-term behavior of the materials, including material degradation under various climatic and mechanical load environments. The investigations are carried out at micro, meso and macro level and focus on the following two topics:

- Microstructure and the mechanisms of bonding within the two hybrid systems

- Long-term behavior and durability of the two hybrid systems under different climatic and mechanical loading conditions

The investigations will help us to understand and assess the long-term behavior of adhesive-bonded wood hybrid systems. Based on these findings, we will optimize the systems and develop guidelines for safe construction. In this way, we are paving the way for their use in future buildings.

 

Project partner: Fraunhofer-Institut für Holzforschung, Wilhelm-Klauditz-Institut, WKI

Funding body: Bundesministerium für Ernährung und Landwirtschaft (BMEL)

Project sponsor: Fachagentur Nachwachsende Rohstoffe e.V. (FNR)

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