Veneer-reinforced timber – Numerical and experimental studies on a novel hybrid timber product

Significance 

Timber-based materials have been widely used in various construction activities for centuries. Timber is readily available, cost-effective and does not require complex processing techniques. Among the known timber products, glued laminated timber (GLT), also known as glulam, has attracted attention owing to its remarkable properties. This structurally engineered wood product comprises constituent dimensional lumber layers bonded together by durable and moisture resistant structural adhesives. As a result, this type of wood product is highly durable, geometrically variable and can generate unique shapes.

Nevertheless, low shear strength and tensional strength perpendicular to the grain, often induce cracks parallel to the grain. Additionally, changes in climate conditions may lead to unbalanced shrinkage in GLT members, thereby leading to cracks. These limitations have been the main barrier to the widespread application of GLTs. Currently, the most promising approach for counteracting these low-strength properties is by using local reinforcements aligned in the direction perpendicular to the grain of the wood component. This includes using fully threaded screws or threaded rods. These reinforcements are, however, activated only in cracked timber members and can induce more cracks because they restrict the free shrinkage of the timber.

Previous findings revealed a plane reinforcement that can generally increase robustness due it its remarkable performance over the entire beam length. Consequently, beams having plane reinforcements offer high flexibility for interior applications and involve cross-sections that can be arranged in the existing beam structures without further structural analysis. Inspired by these findings, Professor Philipp Dietsch from the Karlsruhe Institute of Technology together with Markus Lechner and Professor Stefan Winter from the Technical University of Munich reported the further development of plane reinforced GLT. Their research is currently published in the journal, Construction and Building Materials.

In their approach, a novel veneer-reinforced timber (VRT) product was developed by vertically inserting veneer from beech between two glulam cross-sections. The inserted veneers acted as the reinforcement for shear and tension stresses perpendicular to the grain. The veneer layers were arranged between the glulam components at angles of 0°, 45° and 90° to homogenize the stiffness and anisotropic strength properties of the glulam. Finally, the efficiency and load-bearing capacity of the veneer-reinforced timber was investigated through numerical simulations and experimental tests.

The researchers reported a considerable improvement in the stiffness and strength properties as well as load-bearing capacities of the newly developed veneer-reinforced timber. The load-bearing capacities around connections, holes or notches could be doubled, respectively tripled. The average shear strength and shear modulus were increased by 67% and 50%, respectively, and were comparable to those of common hardwood products. Compared with veneers oriented at 90°, those inclined veneers caused fewer cracks due to the reduced restrained shrinkage of the glulam component.

Two recommendations were provided. The restraining effects of the veneer plates can be mitigated by reducing their inclination angles, that will result in fewer cracks. Another general requirement which also applied to the GLT components of the VRT is that the wood moisture content during the production of the GLT components should correspond to the expected equilibrium moisture content during the operation of the building.

In summary, the authors reported the successful development of a new veneer-reinforced timber with improved properties and demonstrated its performance in different cases. From the results, VRT emerged as an effective alternative for reinforcing different timber elements, especially those with geometries where stresses are perpendicular to the grain direction. In a statement to Advances in Engineering, Professor Philipp Dietsch explained that the novel reinforced hybrid timber product would contribute to the sustainability of the construction industry by supporting the growing efforts to increase the use of wood in construction while at the same time increasing material efficiency of structural timber products.

Veneer-reinforced timber – Numerical and experimental studies on a novel hybrid timber product - Advances in Engineering Veneer-reinforced timber – Numerical and experimental studies on a novel hybrid timber product - Advances in Engineering Veneer-reinforced timber – Numerical and experimental studies on a novel hybrid timber product - Advances in Engineering Veneer-reinforced timber – Numerical and experimental studies on a novel hybrid timber product - Advances in Engineering

About the author

Markus Lechner is a master carpenter and construction technician. After his training he studied civil engineering at the Technical University of Munich (TUM) from 2010 to 2016, specializing in structural engineering and architecture in a cross-sectional specialization. From 2016 to 2021, he worked as research assistant at the Chair of Timber Structures and Building Construction at TUM. During this time, he focused on industrial construction, fire protection, and the development of reinforced timber products. In Dec 2021 he received his PhD on veneer-reinforced timber. Since Jan 2022 he is chief product officer of Nokera AG.

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About the author

Philipp Dietsch studied Civil Engineering at TUM from 1999 – 2005. His studies were accompanied by an academic year at McGill University, Montreal/Canada during which he was awarded the Antje Graupe Pryor award for exceptional academic performance and extracurricular commitment. He carried out his Diploma Thesis at the Center for Advanced Wood Processing at UBC, Vancouver/Canada. For this work, he received the prize for outstanding theses, awarded by the Association of German Engineers (VDI).

After his studies, Philipp Dietsch became research associate at the Chair for Timber Structures and Building Construction, TUM, Munich. Apart from his teaching assignments in timber engineering, his focus lies on the structural research on wide-span timber structures, e.g. robustness of systems. He contributed to the expertise on the Bad Reichenhall ice-arena collapse and was part of most activities at the chair related to the assessment and evaluation of failure mechanisms in existing timber structures. Thereupon he focused on monitoring processes and repair/ reinforcement strategies such as the reinforcement of beams under shear and tension perpendicular to the grain. In 2012 he was awarded the doctoral degree (summa cum laude) for his thesis “Design and application of shear reinforcements for glulam timber beams”.

In 2012, Philipp Dietsch became Team Leader “Timber Structures” at the Chair for Timber Structures and Building Construction. In this position, he extended the R&D activities towards massive timber construction and the influence of wood moisture on structural timber elements. For his commitment to teaching, Mr. Dietsch was often awarded the “Doce et Delecta”, a prize awarded by students, and in 2016 he was awarded the Teaching Excellence Prize by the Bavarian Minister of Science. In March 2020, Philipp Dietsch was appointed Professor of Timber Engineering at the University of Innsbruck. In October 2021, he succeeded Prof. Blaß as Professor of Timber Engineering and Building Construction at the Karlsruhe Institute of Technology, currently supervising a team of 14 scientists and 8 lab technicians.

Since 2019 Philipp Dietsch is Chairman of INTER (International Network on Timber Engineering Research, formerly CIB W-18). From 2014 – 2018, he was Chairman of COST Action FP1402 “Basis of Structural Timber Design – from research to standards”. Philipp Dietsch is delegate in European and German standardization committees (CEN/TC 250/SC 5 „Eurocode 5“ and Mirror Committees “EN 1990” and “Timber Structures”) and appointed expert of the German Institute of Building Technology (DIBt). As Convener of CEN/TC 250/SC 5/WG 7 “Reinforcement” and member of Project Team SC5.T1, Philipp Dietsch is co-author of the sections on cross laminated timber and on members under tension stresses perpendicular to the grain (including reinforcement) of the new EN 1995-1-1:2025.

Reference

Lechner, M., Dietsch, P., & Winter, S. (2021). Veneer-reinforced timber – Numerical and experimental studies on a novel hybrid timber productConstruction and Building Materials, 298, 123880.

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