TY - THES A1 - Eisenacher, Germar T1 - Charakteristik und Modellierung von Fichtenholz unter dynamischer Druckbelastung N2 - Fichtenholz wird häufig als energieabsorbierendes Material in Stoßdämpfern von Transportbehältern für radioaktive Stoffe eingesetzt. Bei der vorgeschriebenen Fallprüfung aus 9 m Höhe auf ein unnachgiebiges Fundament erfährt das Fichtenholz im Stoßdämpfer eine dynamische Druckbelastung, wobei die seitliche Ausdehnung durch eine Blechkapselung eingeschränkt ist. Das Ziel dieser Arbeit war es, auf der Grundlage einer experimentellen Charakterisierung ein Materialmodell für Fichtenholz zur Berechnung solcher Lastfälle zur Verfügung zu stellen. Die experimentellen Untersuchungen zur Charakterisierung von Fichtenholz bestanden aus ca. 600 Druckversuchen an würfelförmigen Fichtenholzproben mit einem Stauchgrad von bis zu 70 %. Das Material wurde dabei als transversal isotrop angenommen. Insbesondere die Querdehnungsbehinderung konnte als ein relevanter Einflussfaktor auf die Materialcharakteristik identifiziert werden: Ohne Querdehnungsbehinderung dehnt sich das Material sowohl bei Last parallel als auch senkrecht zur Faser stark seitlich aus. Die Druckkraft- Verformungs-Verläufe weisen ein vergleichsweise geringes Kraftniveau und keine bzw. eine kaum ausgeprägte Verfestigung auf. Parallel zur Faser findet außerdem nach dem linear-elastischen Bereich eine starke Entfestigung statt. Eine Behinderung der Querdehnung führt zu einem deutlichen Anstieg des Druckkraftniveaus, einer stark ausgeprägten Verfestigung und lateral wirkenden Kräften. Die Entfestigung bei Last parallel zur Faser ist vergleichsweise gering ausgeprägt. Dehnrate und Temperatur haben festigkeitssteigernde bzw. festigkeitsverringernde Einflüsse, die im für Stoßdämpfer relevanten Bereich quantifiziert wurden. Anhand der experimentellen Erkenntnisse wurde die Hypothese der entkoppelten Fließflächenevolution aufgestellt, die von einer unabhängigen Festigkeitsentwicklung bei deviatorischer und volumetrischer Verformung ausgeht. Die Hypothese konnte mit einer Modifikation des Materialmodells MAT_075 aus dem FE-Code LS-DYNA bestätigt werden. Auf dieser Basis wurde anschließend ein transversal isotropes Materialmodell für Fichtenholz neu entwickelt und in LS-DYNA implementiert. Die Charakteristika von Fichtenholz unter Druckbelastung wurden in einer 15-flächigen Fließbedingung und einer nicht-assoziierten Fließregel umgesetzt. Die Fließbedingung berücksichtigt Mehrachsigkeiten des Druckspannungszustands durch eine lineare Interpolation der aus den Druckversuchen mit und ohne Querdehnungsbehinderung abgeleiteten Festigkeiten. Nachrechnungen der Druckversuche zeigten eine gute Abbildung der grundsätzlichen Festigkeitscharakteristik von Fichtenholz durch das Modell. Der für blechgekapselte Stoßdämpfer sehr bedeutsame Einfluss der Querdehnungsbehinderung kann durch die entkoppelte Evolution der Fließfläche angemessen wiedergegeben werden. Bei Last unter spitzen Faserwinkeln werden die Festigkeiten vom Modell jedoch überschätzt, was durch eine Anpassung der Druckfließflächen verhindert werden könnte. Die Einflüsse von Dehnrate und Temperatur können grundsätzlich nachgebildet werden, die verwendeten Skalierungsfaktoren sollten aber überarbeitet werden. Die Nachrechnung eines Behälterfallversuchs mit holzgefüllten Stoßdämpfern bestätigte die grundsätzliche Anwendbarkeit des Modells und zeigte plausible Rechenergebnisse. Für ein verifiziertes Stoßdämpfermodell sind weitere experimentelle und numerische Arbeiten erforderlich, wie z. B. die Untersuchung von Reibkoefizienten und Versagensparametern. Die Arbeit leistet mit dem transversal isotropen Materialmodell einen wichtigen Beitrag für die numerische Beanspruchungsanalyse bei der sicherheitstechnischen Begutachtung von Transportbehältern für radioaktive Stoffe. T3 - BAM Dissertationsreihe - 115 KW - Transportbehälter für radioaktive Stoffe KW - Druckversuch KW - Materialmodell KW - Stoßdämpfer KW - Fichtenholz PY - 2014 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:kobv:b43-434 SN - 978-3-9816380-3-5 SN - 1613-4249 VL - 115 SP - 1 EP - 201 PB - Bundesanstalt für Materialforschung und -prüfung (BAM) CY - Berlin AN - OPUS4-43 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Eisenacher, Germar A1 - Neumann, Martin A1 - Nitz, Thilo A1 - Wille, Frank T1 - Moisture content of wood - influence on mechanical ehavior of wood filed impact limiter and importance for quality surveillance during manufacturing T2 - Rdioactive Materials Transport and Storage 2012 Conference (Ramtransport 2012) CY - London, England DA - 2012-05-22 PY - 2012 AN - OPUS4-25964 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Eisenacher, Germar A1 - Neumann, Martin A1 - Scheidemann, Robert A1 - Wille, Frank A1 - Droste, Bernhard T1 - Approach for a Finite Element Material Model for Wood for Application in Mechanical Safety Cases of Transport Packages T2 - INMM 52nd Annual Meeting CY - Palm Desert, CA, USA DA - 2011-07-17 PY - 2011 AN - OPUS4-24231 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Eisenacher, Germar A1 - Neumann, Martin A1 - Scheidemann, Robert A1 - Wille, Frank A1 - Droste, Bernhard T1 - Impact Limiter Modeling - an Approach for an FE Material Model for Wood T2 - USNRC Workshop CY - Washington, D.C., USA DA - 2011-07-11 PY - 2011 AN - OPUS4-24232 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Eisenacher, Germar A1 - Scheidemann, Robert A1 - Neumann, Martin A1 - Wille, Frank A1 - Droste, Bernhard T1 - Approach for a finite element material model for wood for application in mechanical safety cases of transport packages N2 - BAM Federal Institute for Materials Research and Testing is the competent authority for mechanical safety assessment of transport packages for radioactive material in Germany. The further development of state-of-the-art technology concerning assessment methods is essential for a qualified work of involved designers and authority experts. The paper gives an example of current development done to improve understanding and modeling capabilities of wood filled impact limiter. In order to reduce the loads applied to the package containment, which result from regulatory drop tests, most packages are protected by energy dissipating impact limiter. Wood, encapsulated by steel sheets, is one of the materials typically used for energy dissipation in these impact limiter. Very often, mechanical safety cases regarding the 9 m drop test are performed computationally, where it is essential to use reliable and verified computational methods and models. In this context, the paper presents an approach for a finite element material model for wood. Thereby, the mechanical behavior of wood under compression loading is the focus of the development work. Additionally, material orientation as well as strain rate, temperature and lateral constraint may vary. A large number of experiments, particularly compression tests, was designed and performed to establish an adequate experimental database for modeling verification. The experimental results enabled the derivation of necessary requirements: The material model has to take into account strain rate and temperature dependencies as well as the anisotropic characteristics of the material, a proper yield criterion, flow rule and hardening law. Such a material model is currently not available in established commercial dynamic finite element codes. Thus it is necessary to create a user-defined material model considering the mentioned requirements. A first step was done by determining a yield surface as well as detecting flow and hardening mechanisms from experimental force-deflection curves. In a next step the LS-DYNA material model MAT_75 was altered according to conclusions of former BAM development work, regarding the modeling of post-peak softening as a function of lateral constraint. Future research will contain the further development, implementation and verification of a material model for wood. T2 - 52nd INMM Annual meeting CY - Palm Desert, CA, USA DA - 17.07.2011 KW - Impact limiter KW - Material model wood KW - Transport package PY - 2011 SP - 1 EP - 8 AN - OPUS4-24236 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Eisenacher, Germar A1 - Scheidemann, Robert A1 - Neumann, Martin A1 - Droste, Bernhard A1 - Völzke, Holger T1 - Dynamic crushing characteristics of spruce wood under large deformations N2 - An extensive series of large deformation crushing tests with spruce wood specimens was conducted. Material orientation, lateral constraint and loading rate were varied. Regarding material orientation, a reduction in the softening effect and the general force level was observed with a higher fiber-load angle. A comparison with characteristics gained by application of Hankinson's formula showed discrepancies in compression strength and the beginning of the hardening effect. Lateral constraint of the specimens caused a multiaxial stress state in the specimens, which was quantified with the applied measuring method. Further, a higher force level compared to specimens without lateral constraint and significant hardening effect at large deformations resulted. Thus, the influence of a multiaxial stress state on the force level could be determined. An increase in the loading rate led to higher force levels at any displacement value and material orientation. KW - Crushing test KW - Dynamic crushing characteristics KW - Spruce wood KW - Lateral constraint KW - Multiaxial stress state KW - Hankinson's formula PY - 2013 U6 - https://doi.org/10.1007/s00226-012-0508-5 SN - 0043-7719 SN - 1432-5225 VL - 47 IS - 2 SP - 369 EP - 380 PB - Springer CY - Berlin AN - OPUS4-27743 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Eisenacher, Germar A1 - Kuschke, Christian A1 - Schubert, Sven A1 - Neumann, Martin A1 - Sterthaus, Jens A1 - Nitz, Thilo A1 - Wille, Frank T1 - Moisture content of wood - influence on mechanical behavior of wood filled impact limiter and importance for quality surveillance during manufacturing N2 - The moisture content of wood is known to have a significant influence on the wood’s mechanical properties. Using wood as an energy absorber in impact limiter of packages for the transport of radioactive material, it is of particu-lar importance to ensure the moisture content and thus relevant mechanical properties to be in specified limits. The paper surveys the influence of wood moisture content on the mechanical properties of wood. Different measuring methods are discussed with respect to in-situ applicability, accuracy and effort. The results of an experimental ana-lysis of the accuracy of hand-held moisture meters using the electrical resistance method are discussed. Conclu-sions are drawn regarding the measurement of moisture content of wood upon delivery as well as of complete im-pact limiter assemblies. Requirements for quality surveillance during manufacturing of wood filled impact limiter are derived and it is exemplified how to meet them. Construction, manufacturing and inspection of impact limiter encapsulation with regard to leak-tightness are addressed. T2 - RAMTRANSPORT 2012 - 9th International Conference on the Radioactive Materials Transport and Storage CY - London, UK DA - 2012-05-22 KW - Mechanical behavior of wood KW - Moisture content KW - Impact limiter PY - 2012 IS - 4.4 RAM 30 SP - 1 EP - 11 AN - OPUS4-26241 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Neumann, Martin A1 - Ballheimer, Viktor A1 - Sterthaus, Jens A1 - Schubert, Sven A1 - Eisenacher, Germar A1 - Wille, Frank T1 - Material characterization and modeling within safety analysis of packages for transport of radioactive material T2 - ASME 2012 Pressure vessels & piping division conference CY - Toronto, Ontario, Canada DA - 2012-07-15 PY - 2012 SP - PVP2012-78297, 1-6 PB - American Society of Mechanical Engineers CY - New York AN - OPUS4-26271 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Eisenacher, Germar A1 - Kuschke, Christian A1 - Schubert, Sven A1 - Neumann, Martin A1 - Sterthaus, Jens A1 - Nitz, Thilo A1 - Wille, Frank T1 - Moisture content of wood: influence on mechanical behaviour of wood filled impact limiters and importance for quality surveillance during manufacturing N2 - The moisture content of wood is known to have a significant influence on the wood's mechanical properties. Using wood as an energy absorber in impact limiters of packages for the transport of radioactive material, it is of particular importance to ensure the moisture content and thus relevant mechanical properties to be in specified limits. The paper surveys the influence of wood moisture content on the mechanical properties of wood. Different measuring methods are discussed with respect to in situ applicability, accuracy and effort. The results of an experimental analysis of the accuracy of hand held moisture metres using the electrical resistance method are discussed. Conclusions are drawn regarding the measurement of moisture content of wood upon delivery as well as of complete impact limiter assemblies. Requirements for quality surveillance during manufacturing of wood filled impact limiters are derived and it is exemplified how to meet them. Construction, manufacturing and inspection of impact limiter encapsulation with regard to leak tightness are addressed. KW - Electrical resistance method KW - Impact limiter KW - Moisture content KW - Moisture metre KW - Wood PY - 2012 U6 - https://doi.org/10.1179/1746510913Y.0000000023 SN - 1746-5095 SN - 1746-5109 SN - 0957-476X VL - 23 IS - 3-4 SP - 179 EP - 185 PB - Ramtrans Publ. CY - Ashford AN - OPUS4-29243 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Eisenacher, Germar A1 - Scheidemann, Robert A1 - Neumann, Martin A1 - Sterthaus, Jens A1 - Kasparek, Eva Maria A1 - Völzke, Holger T1 - Stauchversuche mit querdehnungsbehinderten Fichtenholzproben verschiedener Faserorientierungen bei verändertlicher Dehnrate T2 - Kontec CY - Dresden, Germany DA - 2011-04-06 PY - 2011 AN - OPUS4-23539 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Eisenacher, Germar A1 - Scheidemann, Robert A1 - Neumann, Martin A1 - Wille, Frank A1 - Droste, Bernhard T1 - Crushing Characteristics of Spruce Wood Used in Impact Limiters of Type B Packages T2 - 17th Internationalö Symposium on the Packaging and Transportation of Radioactive Materials PATRAM 2013 CY - San Francisco, CA, USA DA - 2013-08-18 PY - 2013 AN - OPUS4-29763 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Eisenacher, Germar A1 - Wille, Frank A1 - Droste, Bernhard A1 - Neumann, Martin T1 - Development of a Wood Material Model for Impact Limiters of Transport Packages T2 - 4. RAM-Behältersicherheitstag CY - Berlin, Germany DA - 2014-03-26 PY - 2014 AN - OPUS4-30800 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Eisenacher, Germar A1 - Wille, Frank A1 - Droste, Bernhard A1 - Neumann, Martin T1 - Development of a Wood Material Model for Impact Limiters of Transport Packages T2 - Waste Mangement 2014 Conference CY - Phoenix, AZ, USA DA - 2014-03-02 PY - 2014 AN - OPUS4-30709 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Eisenacher, Germar A1 - Scheidemann, Robert A1 - Neumann, Martin A1 - Wille, Frank A1 - Droste, Bernhard T1 - Crushing characteristics of spruce wood used in impact limiters of type B packages T2 - PATRAM 2013 - 17th International symposium on the packaging and transportation of radioactive materials CY - San Francisco, CA, USA DA - 2013-08-18 KW - Spruce wood KW - Crush test KW - Impact limiter PY - 2013 SP - 1 EP - 10(?) PB - Omnipress AN - OPUS4-30219 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Eisenacher, Germar A1 - Wille, Frank A1 - Droste, Bernhard A1 - Neumann, Martin T1 - Modeling of wood filled impact limiters for transport packages - 14111 N2 - Packages for the transport of SNF and HLW are usually equipped with impact limiters to reduce the loads that result from the regulatory 9 m drop test. A common impact limiter design in Germany is a welded steel sheet structure filled with wood. The material wood is the main energy absorber, while the steel sheet provides the integrity of the impact limiter. The IAEA allows mechanical safety cases of transport packages to be carried out computationally, as long as the models used are reliable. In this context, a Finite Element (FE) modeling approach for wood and its application to impact limiters in the calculation of a 9 m drop test is presented. A user material model for wood was developed for the dynamic FE-Code LS-DYNA. Its features are based on a series of crush tests with spruce wood specimens. The model considers wood as a material with transversely isotropic properties, i.e. in the directions parallel and perpendicular to the fiber. The plastic material behavior depends on the state of stress. This has shown to be important to account for the lateral constraint of wood in impact limiters resulting from steel sheet encapsulation. Lateral constraint or respectively, a multiaxial stress state, increases the compression strength level of wood, limits the softening effect and increases the hardening effect. Lateral constraint also increases volumetric and reduces deviatoric deformation. The wood material model considers various hardening and softening characteristics via input flow curves. It considers effects of temperature and strain rate on strength as well. The development of a multi-surface yield criterion and a plastic potential that enables the user input of plastic Poisson's ratios were the challenges during the development of material model. A dynamic FE calculation of a horizontal drop test with an 18,000 kg test package was performed. The wood material model was used to model the wooden impact limiter inlays. The impact limiter deformation and the package deceleration were compared to the experimental drop test results to rate the performance of the wood material model. T2 - WM2014 Conference CY - Phoenix, Arizona, USA DA - 02.03.2014 KW - Transport package KW - Radioactive material KW - Spruce wood KW - Impact limiter KW - Material model KW - Finite element PY - 2014 SN - 978-0-9836186-3-8 SP - 1 EP - 10 AN - OPUS4-30653 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Eisenacher, Germar A1 - Scheidemann, Robert A1 - Neumann, Martin A1 - Sterthaus, Jens A1 - Kasparek, Eva Maria A1 - Völzke, Holger T1 - Stauchversuche mit querdehnungsbehinderten Fichtenholzproben verschiedener Faserorientierungen bei veränderlicher Dehnrate T1 - Compression tests with laterally constrained spruce specimens with varying fiber orientations and loading rates N2 - Im Zuge des Forschungsvorhabens ENREA (Entwicklung rechnerischer Analysemethoden für stoßdämpfende Strukturen beim Anprall oder Absturz von Abfallgebinden) führt die BAM systematische Untersuchungen an stoßdämpfenden Werkstoffen, unter anderem an Fichtenholz, durch. Zweck der mit diesen Untersuchungen erzeugten Datenbasis ist die Erstellung und Parametrierung eines Finite-Elemente- (FE-) Materialmodells, das die Modellierung holzgefüllter stoßdämpfender Bauteile von Transportbehältern für radioaktive Stoffe in der FE-Simulation ermöglichen soll. Anhand von Ergebnissen aus der ersten Versuchsphase werden der Einfluss der Dehnrate und der Faserorientierung auf das Kraft-Verformungs-Verhalten von Fichtenholz diskutiert. Anschließend wird die rechnerische Modellierung von Fichtenholz diskutiert und die Anforderungen an ein Materialmodell werden erläutert. N2 - In the course of research project ENREA (development of numerical methods for analyzing impact limiters subjected to impact or drop scenarios), BAM is systematically investigating impact limiting materials, e. g. spruce wood. Goal of these investigations is to establish and parameterize a finite element (FE) material model which enables the modeling of wood filled impact limiting devices of transport casks for radioactive materials. Using results of the first test stage, the effect of loading rate and fiber orientation on the force-deflection characteristics of spruce wood will be presented. Following, computational modeling of spruce wood including requirements for a material model will be discussed. T2 - KONTEC 2011 - 10. Internationales Symposium "Konditionierung radioaktiver Betriebs- und Stilllegungsabfälle" CY - Dresden, Germany DA - 06.04.2011 PY - 2011 N1 - Sprachen: Deutsch/Englisch - Languages: German/English SP - 465 EP - 478 AN - OPUS4-23684 LA - mul AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Eisenacher, Germar T1 - Transversely Isotropic Material Model for the Crush of Spruce Wood (tiM) T2 - Junior Euromat 2014 CY - Lausanne, Schweiz DA - 2014-07-21 PY - 2014 AN - OPUS4-32246 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Neumann, Martin A1 - Eisenacher, Germar A1 - Schönfelder, Thorsten A1 - Wille, Frank T1 - Finite element simulation of the crush of package components made of encapsulated wood N2 - Typical transport packages used in Germany are equipped with encapsulated wooden impact limiting devices. We would like to present the current status regarding the development of a Finite Element (FE) material model for the crush of wood for the FE-code LS-DYNA. The crush of is a phenomenon governed by macroscopic fracture. Here, we would like to reproduce fracture and failure mechanisms over the continuous volume. In a first step we altered an existing LS-DYNA material model for foams, which considers an ellipse shaped yield surface. For the use for longitudinal compression of wood, we modified the existing material model to consider the deviatoric strain for the evolution of the yield surface as well. This is in accordance with the results of crush tests with spruce wood specimens, where the crushing deformation was rather deviatoric for uniaxial stress states and rather volumetric for multiaxial stress states We rate the basic idea of this approach to be reasonable, though other problems exist regarding the shape of the yield surface and the assumption of isotropic material properties. Therefore we developed a new transversal isotropic material model with two main directions, which considers different yield curves according to the multiaxiality of the stress state via a multi-surface yield criterion and a non-associated flow rule. The results show the ability to reproduce the basic strength characteristics of spruce wood. Nevertheless, problems with regularization etc. show that additional investigations are necessary. T2 - 11th International Conference on the Transport, Storage and Disposal of Radioactive Materials CY - London, UK DA - 15.05.2018 KW - Wood KW - FEM PY - 2018 SP - Paper 18517, 1 EP - 12 AN - OPUS4-45091 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Neumann, Martin A1 - Eisenacher, Germar A1 - Schönfelder, Thorsten A1 - Wille, Frank T1 - Development of a material model for the crush of spruce wood N2 - Typical transport packages used in Germany are equipped with wooden impact limiting devices. In this paper we give an overview of the latest status regarding the development of a finite element material model for the crush of spruce wood. Although the crush of wood – mainly in longitudinal direction – is a phenomenon governed by macroscopic fracture and failure of wood fibres we smear fracture and failure mechanisms over the continuous voume. In first step we altered an existing LS-DYNA material model for foams, which considers an ellipse shaped yield surface written in terms of the first two stress invariants. The evolution of the yield surface in the existing model depends on the volumetric strain only. For the use with spruce wood, we modified the existing material model to consider the deviatoric strain for the evolution of the yield surface as well. This is in accordance with the results of crush tests with spruce wood specimens, where the crushing deformation was rather deviatoric for uniaxial stress states and rather volumetric for multiaxial stress states We rate the basic idea of this approach to be reasonable, though other problems exist regarding the shape of the yield surface and the assumption of isotropic material properties. Therefore we developed a new transversal isotropic material model with two main directions, which considers different yield curves according to the multiaxiality of the stress state via a multi-surface yield criterion and a non-associated flow rule. The results show the ability to reproduce the basic strength characteristics of spruce wood. Nevertheless, problems with regularization etc. show that additional investigations are necessary. T2 - ASME PVP 2017 CY - Waikaloa, HY, USA DA - 16.07.2017 KW - Chrush KW - Spruce KW - Wood KW - FEM PY - 2017 SN - 978-0-7918-5802-8 VL - 7 SP - Article UNSP V007T07A037, 1 EP - 9 AN - OPUS4-41613 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -