Thomas Pacher

Mr. Thomas Pacher

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Research Focus & Metrics

Academic Career Length

6Years (2021-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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4 April 2022 in Polymers
Verified
Journal Article
Open access
PDF file
TPThomas Pacher
Thomas Pacher
MBMarius Catalin Barbu
Marius Catalin Barbu
JUJohannes Urstöger
Johannes Urstöger
APAlexander Petutschnigg
Alexander Petutschnigg
ETEugenia-Mariana Tudor
Eugenia-Mariana Tudor
The aim of this study is to investigate the production of fire-resistant panels made out of bark from spruce (Picea abies), larch (Larix decidua Mill.) and cement. This research included test panels produced from bark, cement, water and cement-bonded recycling material aiming for the target density of 750 kg/m3. The physical (density, dimension stability, thickness swelling) and mechanical properties such as tensile strength and compressive strength together with fire resistance were tested. Considering the results, appealing values have been achieved: max. compressive strength: 3.42 N/mm2; max. thickness swelling: 5.48%; and density: 515 to 791 kg/m3. In principle, the properties of the produced panels depend not only on the density, but also on the hydration and, above all, on the compaction and the composition of the boards. The fire tests demonstrated that the produced panels have an enormous potential in terms of fire resistance and could be utilized for fire-retardant applications.

17 December 2021 in Polymers
Verified
Journal Article
Open access
PDF file
JUJohannes Urstöger
Johannes Urstöger
MBMarius Catalin Barbu
Marius Catalin Barbu
TPThomas Pacher
Thomas Pacher
APAlexander Petutschnigg
Alexander Petutschnigg
JJJohannes Jorda
Johannes Jorda
ETEugenia-Mariana Tudor
Eugenia-Mariana Tudor
The aim of this study is to investigate the suitability of spruce and larch bark for the production of cement-bonded composites. At the beginning of this research, the curing behaviour of the admixtures was quantified with temperature profiles when testing spruce, larch, pine and poplar bark, to determine the compatibility between the components of the bio-aggregates, to analyse the cement curing and to establish which bark species should be successfully included in cement bonded composites. Considering the results, it was observed that the average densities of 600–700 kg/m3 of bio-aggregates are 40–55% lower than that of established products on the market, although spruce and larch bark are in a similar range. The situation is different for the compressive strength, as larch bark showed up to 30% higher values than spruce bark. This study revealed also different hardening characteristics of the two cement types used as binders for spruce and larch bark. The results of this study demonstrated that tree bark of Picea abies and Larix decidua Mill. can be successfully utilized for the production of a cement-bonded composite material.