Дисертації з теми "Tensile creep behavior"
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DeMaio, Andrew Marc. "The Role of Bonding on the Tensile Creep Behavior of Paper." Diss., Georgia Institute of Technology, 2006. http://hdl.handle.net/1853/16329.
Повний текст джерелаValavala, Pavan Kumar. "Uniaxial Tensile and Creep Behavior of Omnisil Membranes in Membrane Based Wet Electrostatic Precipitator." Ohio University / OhioLINK, 2005. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1129144907.
Повний текст джерелаEftekhari, Mohammadreza. "Creep, Fatigue, and Their Interaction at Elevated Temperatures in Thermoplastic Composites." University of Toledo / OhioLINK, 2016. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1470388940.
Повний текст джерелаMellott, Stephen Richard. "Tensile, Creep, and Fatigue Behaviors of Thermoplastics Including Thickness, Mold Flow Direction, Mean Stress, Temperature, and Loading Rate Effects." University of Toledo / OhioLINK, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1344541288.
Повний текст джерелаLee, Kok Loong. "Deformation behaviour of Cu-Cr in-situ composite." Thesis, University of Leicester, 2004. http://hdl.handle.net/2381/11077.
Повний текст джерелаSingh, Sandeep. "Thermo-mechanical Behavior of Glass Based Seals for Solid Oxide Fuel Cells." University of Cincinnati / OhioLINK, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1288379341.
Повний текст джерелаYu, Cheng-Han. "Anisotropic mechanical behaviors and microstructural evolution of thin-walled additively manufactured metals." Licentiate thesis, Linköpings universitet, Konstruktionsmaterial, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-169054.
Повний текст джерелаAdditiv tillverkning, eller 3D-utskrifter, är tillverkningsmetoder där man skapar ett tredimensionellt objekt genom att tillföra material lager for lager. Till skillnad från konventionella avverkande tillverkningsmetoder elimineras många geometriska begränsningar vilket ger större designfrihet och metoderna har därför väckt stort intresse inom en rad olika områden, inklusive flyg-, fordons- och medicinska tillämpningar. I denna avhandling studeras mekaniska egenskaper hos tunnväggiga komponenter tillverkade med en vanligt förekommande laserbaserad pulverbädds-teknik, laser powder bed fusion (LPBF). Det studerade materialet är Hastelloy X, en Ni-baserad superlegering som är vanligt förekommande for både nytillverkning och reparation av komponenter för gasturbiner. Inverkan av mikrostruktur på deformationsmekanismerna vid förhöjda temperaturer undersöks systematiskt. Detta arbete syftar till att ge grundläggande och generisk kunskap som kan tillämpas på olika materialtyper med en kubiskt tätpackad (FCC) kristallstruktur. Det är vanligt att man hittar en utdragen kornstruktur orsakad av den riktade tillförseln av laserenergi i LPBF-processen, vilket kan relateras till olika processparametrar och kan variera mellan utrustningar frän olika leverantörer. Denna avhandling inleds med studien av effekten av scanningsstrategi vid tillverkning av rostfritt stål 316L i en EOS M290-utrustning. En statistisk texturanalys med hjälp av neutrondiffraktion påvisar en tydlig övergång mellan olika mikrostrukturer när olika scanningsstrategier tillämpas. En scanningsrotation på 67 mellan varje lager är en typisk standardinställning med avsikt att sanka anisotropin i materialet, dock finns den utdragna kornstrukturen oftast kvar. I denna avhandling studeras därför de anisotropa egenskaperna hos material tillverkade med 67 scanningsrotation. Effekten av tunnväggiga strukturer i LPBF undersöks genom att studera en uppsättning platta HX-prover, med olika nominella tjocklekar från 4 mm ner till 1 mm, samt en referensgrupp med cylindriska prov med en diameter på 18 mm. Kristallografisk textur som liknar den av Goss-typ återfinns i de cylindriska proverna vilket gradvis övergår från en fibertextur med <011> i byggriktningen for 4mm-proven till en fibertextur med <001> i tvärriktningen for 1mm-proven. Dragprovning med en töjningshastighet på 10−3 s−1 har utförts på de platta provstavarna från rumstemperatur upp till 700 ℃. En sänkning av styrkan uppvisas när proven blir tunnare, vilket kan antas bero på att det lastbarande tvärsnittet överskattas på grund av den grova ytan. En metod för tvärsnittskalibrering föreslås genom att kompensera for ytråheten, och valet av lämplig ytfinhetsparameter motiveras med hänsyn till den beräknade Taylor-faktorn och förekomsten av restspänningar. Den stora termiska gradienten som uppstår for LPBF-processen inducerar en hög dislokationstäthet vilket höjer materialets styrka och följaktligen uppvisar LPBF HX högre sträckgräns an konventionellt tillverkad, smidda HX, men förmågan till deformationshårdnande samt duktiliteten i materialet sänks samtidigt. Tester utförda i två olika belastningsriktningar, vertikalt respektive horisontellt mot byggriktningen, demonstrerar det anisotropiska mekaniska beteendet. De vertikala testerna uppvisar lägre hållfasthet men bättre duktilitet vilket kan relateras till en större benägenhet for kristallstukturen att rotera när deformationsgraden ökar. Samtidigt är den utdragna kronstukturen ansvarig for den lägre duktiliteten for de horisontella proverna. En övergång från ett duktilt till ett mer sprött beteende noterades vid 700 ℃, och därför initierades ytterligare en studie där tester med två lägre töjningshastigheter, 10−5 s−1 och 10−6 s−1, utfördes vid 700 ℃. Det kan noteras att krypskador återfinns i tester med en långsam deformationshastighet och deformationstvillingar uppstår endast i de vertikala provstavarna där det främst bildas tvillingar i korn orienterade med <111> riktningen längs belastningsriktningen. Den stora förmågan till rotation i kristallstrukturen och deformationstvillingarna bidrar till att den vertikala duktiliteten förblir hög även i testerna med en låg deformationshastighet. Testerna med en långsam draghastighet bidrar därför till en bättre förståelse av krypbeteendet i LPBF Nibaserade superlegeringar. Sammanfattningsvis så bidrar denna avhandling till bättre förståelse av de mekaniska egenskaperna hos LPBF HX i olika utföranden och förhållanden, inklusive geometriberoende, temperaturberoende, deformationshastighetsberoende samt inverkan av kristallografisk textur. Den genererade kunskapen kommer att vara till stor nytta vid fortsatta studier av olika mekaniska egenskaper som utmattning och kryp, samt bidrar till att möjliggöra en mer robust design for LPBF-tillämpningar.
Nicklisch, Felix. "Ein Beitrag zum Einsatz von höherfesten Klebstoffen bei Holz-Glas-Verbundelementen." Doctoral thesis, Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2016. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-204784.
Повний текст джерелаWooden constructions are on the rise again – encouraged by a strong public and economic trend towards sustainable and resource efficient buildings. Spurred by this growing interest novel design principles and material assemblies in architecture and the building industry evolve. These developments require further research due to the absence of evaluation tools and insufficient knowledge about their design. Load-bearing timber-glass composite elements could contribute to a more efficient use of materials in façade constructions. In this case a linear adhesive bond connects the glass pane to the timber substructure. This enables an in-plane loading of the glass whose capacity is not used to its full potential in conventional façades as it is solely applied as an infill panel. The quality of the adhesive bond defines the characteristics and the performance of the whole structural component. Structural sealants such as silicones, which are typically used for the joint, provide a high flexibility and only a low load-bearing capacity. Considering such elements being part of a bracing system, the mentioned characteristics limit the application range to buildings with not more than two stories. This thesis widens the scope with an in-depth examination of high-modulus adhesives, which have not yet been evaluated for their use in building constructions. Timber-glass composite elements used as a bracing component in façades are the focus of this work. Neither the full structural component nor the adhesive have yet been included into German building standards. Hence it is essential to assess the general requirements of their application. The relevant aspects are clarified in the context of glass constructions. In addition to the scientific discussion of the results, this approach facilitates also a practical evaluation of the findings, which is a unique feature of this work. The deformability of the adhesive becomes a crucial criterion when selecting the individual materials and designing the timber-glass composite elements. A case study assesses the influence of the adhesive stiffness on the behavior of a single element and its interaction with other members of the structural system. Based on the results, three different stiffness classes are introduced to support the selection process of the adhesives to be examined in further investigations. The experimental part of this work is initiated by a comprehensive characterization of seven shortlisted adhesives. The results enable a further differentiation of suitable materials. Two adhesives qualified as suitable for the main experiments. A silicone adhesive complements the test series to serve as a reference material to the current practice. In the next phase attention is drawn to the ageing stability and on the time-dependent material behavior of the adhesives under long-term loading. Small-scale specimens made from adhesively joint timber and glass pieces are exposed to different ageing scenarios which relate to the impacts typically encountered in façades. Beyond that, creep tests are carried out on small and large shear specimen. The latter provide extra benefit as they comprise long linear adhesive joints resembling virtually the situation in a real-size element. A specific long-term test rig was developed for this purpose comprising a loading unit with gas pressurized springs. Based on the results it can be concluded that joints with adhesives of high and intermediate stiffness enable an increase of characteristic failure loads and a significant reduction of deformation. With the stiffer joint near-surface rupture of timber fibers becomes the prevailing failure mechanism. The timber strength limits further loading of the adhesive joint. However, ageing and creep testing reveal also shortcomings of the adhesives. Their application can only be recommended if redundant compensation measures are taken or the joint is protected against critical environmental impacts. Appropriate solutions are proposed with the final recommendations of this work. Methods and assessment tools that have been developed and tested for this work offer the possibility of a more straight-forward evaluation of further promising adhesives and their use in load-bearing timber-glass composites
Darquennes, Aveline. "Comportement au jeune âge de bétons formulés à base de ciment au laitier de haut-fourneau en condition de déformations libre et restreinte." Doctoral thesis, Universite Libre de Bruxelles, 2009. http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/210239.
Повний текст джерела1. Lors du suivi du retrait restreint à l’aide de l’essai à l’anneau en condition de dessiccation, le béton formulé à base de ciment au laitier de haut-fourneau a fissuré bien avant le béton formulé à base de ciment Portland.
2. Le retrait total en condition libre du béton formulé à base de ciment au laitier de haut-fourneau est nettement supérieur à celui du béton formulé à base de ciment Portland. Cette différence de comportement est principalement due à l’accroissement rapide et plus élevé du retrait endogène des bétons formulés à base de ciment au laitier de haut-fourneau.
Au vu de ces résultats expérimentaux, il a semblé intéressant de déterminer quel était l’impact de la déformation endogène des bétons formulés à base de ciments au laitier de haut-fourneau (CEM III) sur leur sensibilité à la fissuration. Afin de répondre à cette question, les déformations différées (retrait endogène, fluage propre en compression et en traction) au jeune âge de trois compositions de béton avec différentes teneurs en laitier (0, 42 et 71%) ont été étudiées expérimentalement en conditions libre et restreinte. Cependant, le suivi du retrait endogène libre et restreint a nécessité le développement de plusieurs dispositifs expérimentaux limitant au maximum les artefacts de mesure, tels que la TSTM (Temperature Stress Testing Machine). De plus, l’interprétation de ces résultats expérimentaux a également nécessité une caractérisation du comportement de ces matériaux à l’échelle macro- et microscopique.
Finalement, cette étude a montré que malgré une déformation endogène plus élevée, les bétons formulés à base de ciment au laitier de haut-fourneau fissurent après le béton formulé à base de ciment Portland. Ce comportement est dû à :
-l’impact du laitier sur la réaction d’hydratation du matériau cimentaire ;
-la présence d’une expansion de la matrice cimentaire des bétons formulés à base de ciment au laitier de haut-fourneau au jeune âge qui retarde l’apparition des contraintes de traction au sein du matériau ;
-la plus grande capacité de ces matériaux cimentaires à relaxer les contraintes de traction/
Today, the use of concretes with mineral additions (fly ash, slag) for civil engineering structures is spreading worldwide. Indeed, the production of blended cements is more respectful of the environment than the production of Portland cement, because it allows reducing greenhouse gas emissions and using industrial wastes. Slag cement concretes are also largely used for their good resistance to alkali-silica reactions, sulphate attacks and chloride diffusion. However, some of constructions built with slag cement concretes have exhibited cracking at early age due to their restrained deformations, such as thermal, autogenous and drying shrinkage. Following these observations, a preliminary experimental study was realized in the laboratory of BATir Department at ULB. It revealed several characteristics of the behaviour of slag cement concretes:
1. The study of restrained deformations under drying conditions by means of ring tests showed that the slag cement concretes seem more prone to crack than the Portland cement concretes;
2. The total free shrinkage for slag cement concrete is clearly larger than for Portland cement concrete. This difference of behaviour is mainly due to the fast and large increase in the autogenous deformation of the slag cement concrete.
Following these experimental results, the effect of the autogenous deformation on the cracking sensibility of slag cement concretes seemed interesting to investigate. Their deformations (autogenous deformation, compressive and tensile basic creep) have been studied at early age for three concretes characterized by different slag contents (0, 42 and 71%) under free and restrained conditions. For monitoring free and restrained autogenous deformations, several test rigs aimed at limiting artefacts were designed, like the TSTM (Temperature Stress Testing Machine). Moreover, the behaviour of these concretes was also characterized by a study at a macro- and microstructure scale.
Finally, this study shows that the slag cement concretes under sealed and fully restrained conditions crack later than the Portland cement concrete, despite the fact that they are characterized by the largest autogenous deformation. This behaviour is due to:
- the slag effect on the hydration reaction of cementitious material;
- the cement matrix expansion of the slag cement concretes at early age which delays the occurrence of tensile stresses inside the material;
- the largest capacity of this concrete to relax tensile stresses.
Doctorat en Sciences de l'ingénieur
info:eu-repo/semantics/nonPublished
Chuang, Bei-Fu, and 莊焙富. "Process Temperatures and Tensile Sress Effects on the Creep Tensile Behavior of Polyester Yarns." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/57236533909537601558.
Повний текст джерела國立屏東科技大學
土木工程系所
100
The objective of the study is to investigate the effects of stressing and heating procedures during geogrid manufacture process on the tensile and creep behavior of polyester yarns. Three types of polyester yarns were used in the study. The nominal unit weight of the polyester yarns were 2000, 1500, and 2000 deniers for Type A, Type B, and Type C products, respectively. The test yarns were also treated under heating temperatures of 150C and 170C, and stressing at various loadings. After the heating and stressing process, the treated yarns were also evaluated their tensile strength and creep behavior according to ASTM D2256, ASTM D5262, and ASTM D6992 test methods. The polyester yarn shrinkage was observed under the heating process, higher heating process would induce higher shrinkage strain. A minimum of 5% UTS ~ 7.5% UTS prestressing load could be applied to eliminate the shrinkage strain. However, when the prestressing load increased up to 10% UTS, the stress strain tensile test curve changed from an S-Type curve to a near initial straight line failure curve. The initial creep strain of the convention long term creep tests for the treated products decreased as increasing pre-stressing loads and showed good repeatability. The creep strain rates were 0.0941~0.1017 %/log (t, H), 0.0895~0.1327 %/log (t, H), and 0.0499~0.0577 %/log (t, H) for Types A, B, and Type C polyester yarns, respectively. The creep strain rates also decreased as increasing the treated temperatures. The accelerated creep test (SIM) results indicated that the analyzed master creep curves using reference lag time (t-t’) of 3000 s would fit the best with that obtained from associated conventional creep tests. SEM test results indicated that no significant difference between the non-treated and treated samples before the creep test. However, a few dent spots and uneven waving surface areas on the scanning pictures of the treated samples after 1000 hours of conventional creep test were observed. The effects of the treated process and long term tensile load on the engineering behavior of polyester yarn need further investigation.
"Design of a Thermally Stable Nano-crystalline Alloy with Superior Tensile Creep and Fatigue Behavior." Doctoral diss., 2019. http://hdl.handle.net/2286/R.I.55599.
Повний текст джерелаDissertation/Thesis
Doctoral Dissertation Materials Science and Engineering 2019
Biswas, Swati. "Mechanical Behavior of a Directionally Solidified Nickel-based Superalloy Su 247LC DS at Elevated Temperature." Thesis, 2018. https://etd.iisc.ac.in/handle/2005/4844.
Повний текст джерелаIslam, Mohammad Momeen Ul. "Investigation of tensile creep and tension stiffening behaviour for Ultra-High-Performance Fiber Reinforced Concrete (UHPFRC)." Thesis, 2019. http://hdl.handle.net/2440/120660.
Повний текст джерелаThesis (MPhil) -- University of Adelaide, School of Civil, Environmental and Mining Engineering, 2019
Jamiru, Tamba. "CORRELATION BETWEEN CREEP AND TENSILE BEHAVIOUR IN LOW ALLOY STEEL." Thesis, 2007. http://hdl.handle.net/10539/2159.
Повний текст джерелаFor many applications, it may be useful to be able to estimate creep properties of a material from simpler testing procedures such as tensile tests than the conventional creep testing procedures. Most alloys used for creep service conditions are in a hardened condition and thus tertiary creep, controlled by micro structural degradation, is dominant. The object of the study was to investigate a reasonably simple method for estimating the creep behavior of a low alloy 1% Cr, 0.25 % Mo steel from tensile yield data. The study involved performing of series of investigations, including age hardening, tensile and creep tests. Microstructural degradation was monitored from specimens held in a furnace for different times and temperatures, which were then tested in tension at room temperatures. Tensile tests were carried out at different temperatures and strain rates and the data used to determine material parameters for use in kinetic equations describing deformation. For comparison, creep curves were obtained from both creep tests and tensile tests results. Tests on furnace aged specimens were used to quantify softening due to material degradation and formulate a structure evolution and kinetic expressions used to determine creep curves. The modified equation by Dorn was used to determine the material parameters and to predict flow characteristics. Two sets of mechanisms were observed. At low temperature and high stress (above 550MPa) dislocation by glide mechanism was investigated. At higher temperatures and low stress (below 550MPa), some form of power law creep was observed. Glide mechanism was investigated and material parameters σ ) , n and activation volume v, were calculated. The calculated value of σ ) was assumed for both plastic deformation and the softening kinetics. A reasonably good estimate of the creep behavior of the low alloy steel used in this investigation in which tertiary creep dominates can be calculated from tensile yield stress values. Furthermore, the creep rate and recovery have similar stress dependences, with the stress and temperature dependence similar to that predicted by recovery theory. The value of activation energy observed for creep for this alloy is in line with the processes which could be related to self diffusion. In order to justify the significance of this study, four existing empirical models are discussed, highlighting their merits and demerits with respect to the models used in this study. These are θ-Projection, Damage Mechanics, Estrin-Mecking and the Internal Stress Methods. Generally, in this class of alloys, recovery process occurs under an effective stress (i.e. an applied stress less the internal stress). Thus the possibility of using tensile data obtained in this study in the internals stress model was explored. The model could replicate the one used in this study if the change in internal stress value o σ is assumed to be negligible. This could be assumed to be true for tensile data at high stresses and low temperature especially during secondary creep rate when the internal stress approximates to the applied stress and at short test durations.
楊顯威. "= Tensile properties and creep behaviors of aligned long glass fiber reinforced polypropylene." Thesis, 1998. http://ndltd.ncl.edu.tw/handle/44856766734453084250.
Повний текст джерелаLaha, Kinkar. "Tensile And Creep Behaviour Of Similar And Dissimilar Weld Joints Of Cr-Mo Steels." Thesis, 1998. https://etd.iisc.ac.in/handle/2005/2173.
Повний текст джерелаLaha, Kinkar. "Tensile And Creep Behaviour Of Similar And Dissimilar Weld Joints Of Cr-Mo Steels." Thesis, 1998. http://etd.iisc.ernet.in/handle/2005/2173.
Повний текст джерелаBankoti, Anil Kumar Singh. "Creep, tensile and corrosion behaviour of Ca and/or Sb added AZ91 Mg alloys." Thesis, 2017. http://ethesis.nitrkl.ac.in/8672/1/2017_PhD_512MM102_AKSBankoti.pdf.
Повний текст джерелаGanguly, Sourav. "Creep, Tensile, Wear and Corrosion Behaviour of SiC Nanoparticles Reinforced Squeeze-Cast AZ91-Ca-Sb Magnesium Alloy." Thesis, 2020. http://ethesis.nitrkl.ac.in/10162/1/2020_PhD_SGanguly_514MM6011_Creep.pdf.
Повний текст джерелаMajhi, Jichil. "Microstructural Correlation of Creep, Tensile and Corrosion Behaviour of AZ91 Magnesium Alloy with Bi, Ca and Sr Additions." Thesis, 2022. http://ethesis.nitrkl.ac.in/10385/1/2022_PhD_JMajhi_515MM1002_Microstructural.pdf.
Повний текст джерелаShastri, Hrishikesh. "Correlation of Microstructure with Tensile, Creep and Corrosion Behaviour of Az91 Mg Alloy Fabricated by Three Different Casting Techniques." Thesis, 2015. http://ethesis.nitrkl.ac.in/6892/1/612mm3011_HrishikeshShastri_MTR_2015.pdf.
Повний текст джерелаNicklisch, Felix. "Ein Beitrag zum Einsatz von höherfesten Klebstoffen bei Holz-Glas-Verbundelementen." Doctoral thesis, 2015. https://tud.qucosa.de/id/qucosa%3A29606.
Повний текст джерелаWooden constructions are on the rise again – encouraged by a strong public and economic trend towards sustainable and resource efficient buildings. Spurred by this growing interest novel design principles and material assemblies in architecture and the building industry evolve. These developments require further research due to the absence of evaluation tools and insufficient knowledge about their design. Load-bearing timber-glass composite elements could contribute to a more efficient use of materials in façade constructions. In this case a linear adhesive bond connects the glass pane to the timber substructure. This enables an in-plane loading of the glass whose capacity is not used to its full potential in conventional façades as it is solely applied as an infill panel. The quality of the adhesive bond defines the characteristics and the performance of the whole structural component. Structural sealants such as silicones, which are typically used for the joint, provide a high flexibility and only a low load-bearing capacity. Considering such elements being part of a bracing system, the mentioned characteristics limit the application range to buildings with not more than two stories. This thesis widens the scope with an in-depth examination of high-modulus adhesives, which have not yet been evaluated for their use in building constructions. Timber-glass composite elements used as a bracing component in façades are the focus of this work. Neither the full structural component nor the adhesive have yet been included into German building standards. Hence it is essential to assess the general requirements of their application. The relevant aspects are clarified in the context of glass constructions. In addition to the scientific discussion of the results, this approach facilitates also a practical evaluation of the findings, which is a unique feature of this work. The deformability of the adhesive becomes a crucial criterion when selecting the individual materials and designing the timber-glass composite elements. A case study assesses the influence of the adhesive stiffness on the behavior of a single element and its interaction with other members of the structural system. Based on the results, three different stiffness classes are introduced to support the selection process of the adhesives to be examined in further investigations. The experimental part of this work is initiated by a comprehensive characterization of seven shortlisted adhesives. The results enable a further differentiation of suitable materials. Two adhesives qualified as suitable for the main experiments. A silicone adhesive complements the test series to serve as a reference material to the current practice. In the next phase attention is drawn to the ageing stability and on the time-dependent material behavior of the adhesives under long-term loading. Small-scale specimens made from adhesively joint timber and glass pieces are exposed to different ageing scenarios which relate to the impacts typically encountered in façades. Beyond that, creep tests are carried out on small and large shear specimen. The latter provide extra benefit as they comprise long linear adhesive joints resembling virtually the situation in a real-size element. A specific long-term test rig was developed for this purpose comprising a loading unit with gas pressurized springs. Based on the results it can be concluded that joints with adhesives of high and intermediate stiffness enable an increase of characteristic failure loads and a significant reduction of deformation. With the stiffer joint near-surface rupture of timber fibers becomes the prevailing failure mechanism. The timber strength limits further loading of the adhesive joint. However, ageing and creep testing reveal also shortcomings of the adhesives. Their application can only be recommended if redundant compensation measures are taken or the joint is protected against critical environmental impacts. Appropriate solutions are proposed with the final recommendations of this work. Methods and assessment tools that have been developed and tested for this work offer the possibility of a more straight-forward evaluation of further promising adhesives and their use in load-bearing timber-glass composites.:1 Einleitung 13 1.1 Motivation 13 1.2 Zielsetzung 18 1.3 Abgrenzung 20 1.4 Vorgehensweise 21 2 Die Holz-Glas-Verbundbauweise 25 2.1 Tragprinzip und Wirkungsweise 25 2.2 Forschungsschwerpunkte und Anwendungen 27 2.2.1 Geklebte Verglasungssysteme für Fenster 27 2.2.2 Träger 28 2.2.3 Wandscheiben und Schubfelder 32 2.2.4 Verbundplatten 36 2.3 Tragendes Glas im Verbund 37 2.3.1 Relevanz für Holz-Glas-Verbundlösungen 37 2.3.2 Historische Vorbilder 37 2.3.3 Verbundglas und Verbund-Sicherheitsglas 38 2.3.4 Verbundträger 40 2.3.5 Wandscheiben aus Glas 43 2.4 Konstruktionsprinzipien von tragenden Wand und Fassadenelementen aus Holz und Glas 46 2.4.1 Aufbau 46 2.4.2 Verglasung 46 2.4.3 Ausbildung der Klebfuge 48 2.4.4 Marktreife Systeme mit Koppelleiste 49 2.4.5 Identifizieren geeigneter Tragsysteme 52 2.4.6 Skelett-, Tafel- und Massivholzbauweise 53 2.5 Zusammenfassung wesentlicher Erkenntnisse 55 3 Klebverbindungen im Glasbau 57 3.1 Fügen von Glas 57 3.1.1 Besondere Merkmale des Fügewerkstoffs 57 3.1.2 Wirkprinzip und Fügeverfahren 60 3.1.3 Vor- und Nachteile von Klebverbindungen 61 3.1.4 Glasoberfläche 65 3.2 Typische Anwendungsbeispiele im Glasbau 67 3.2.1 Klassifizierung 67 3.2.2 Einordung der Holz-Glas-Verbundbauweise 69 3.2.3 Structural Sealant Glazing 71 3.2.4 Ganzglaskonstruktionen 74 3.3 Planungsstrategien 76 3.3.1 Sicheres Bauteilversagen 76 3.3.2 Redundanz und Versagensszenarien 78 3.3.3 Besonderheiten bei geklebten Verglasungen 80 3.4 Baurechtliche Rahmenbedingungen 82 3.4.1 Normung und Verfahrensweise in Deutschland 82 3.4.2 Harmonisierung auf europäischer Ebene 84 3.4.3 ETAG 002 – Leitlinie für Structural Glazing 86 3.4.4 Der Weg zur geklebten Glaskonstruktion 88 4 Einfluss der Klebstoffsteifigkeit auf aussteifende Holz-Glas-Verbundtragwerke 91 4.1 Aussteifung von Holzbauten 91 4.2 Berechnungsverfahren 92 4.2.1 Begründung der Auswahl der Verfahren 92 4.2.2 Verteilung von Horizontallasten auf die Wandscheiben eines Aussteifungssystems 93 4.2.3 Wandscheibe als Schubfeld 95 4.2.4 Federmodelle 97 4.3 Randbedingungen für die Analyse 101 4.3.1 Modellgebäude 101 4.3.2 Konstruktive Gestaltung 103 4.3.3 Lastannahmen 104 4.4 Parameterstudie 107 4.4.1 Nachgiebigkeit der Kernwände 107 4.4.2 Nachgiebigkeit eines Verbundelements 108 4.4.3 Auswirkung der Elementanordnung 112 4.4.4 Lastumlagerung bei Ausfall von Elementen 114 4.4.5 Horizontallastanteil auf Fassade und Kern 116 4.5 Rückschlüsse auf die Tragsystemgestaltung und die Klebstoffauswahl 120 5 Materialauswahl und -charakterisierung 123 5.1 Untersuchungsprogramm 123 5.2 Materialeigenschaften der Fügeteile 124 5.2.1 Glas 124 5.2.2 Holz und Holzwerkstoffe 126 5.3 Klebstoffe 128 5.3.1 Auswahlkriterien für Holz-Glas-Klebungen 128 5.3.2 Vorauswahl der Klebstoffsysteme 130 5.4 Experimentelle Methoden zur Charakterisierung der Klebstoffe 134 5.4.1 Dynamisch-mechanische Analyse 134 5.4.2 Einaxialer Zugversuch 135 5.4.3 Scherversuch 138 5.5 Versuchsergebnisse 141 5.5.1 Glasübergangstemperatur 141 5.5.2 Spannungs-Dehnungs-Beziehung 145 5.5.3 Einpunktkennwerte 150 5.5.4 Scherfestigkeit und Bruchbildanalyse 151 5.6 Klebstoffauswahl für die Hauptuntersuchungen 155 6 Experimentelle Untersuchungen an Klebverbindungen im Labormaßstab 157 6.1 Methodik 157 6.1.1 Untersuchungsgegenstand 157 6.1.2 Beurteilungsgrundlagen 158 6.1.3 Untersuchungsprogramm 159 6.1.4 Auswertungsmethoden 162 6.2 Geometrie und Herstellung der Prüfkörper 164 6.2.1 Prüfkörper zum Bestimmen der Haftfestigkeit vor und nach künstlicher Alterung 164 6.2.2 Scherprüfkörper für Kriechversuche 165 6.2.3 Vorbereiten und Konditionieren der Proben 166 6.3 Verfahren zur mechanischen Prüfung und zur künstlichen Alterung 168 6.3.1 Zug- und Scherversuche 168 6.3.2 Lagerung unter UV-Bestrahlung 170 6.3.3 Lagerung in Reinigungsmittellösung 171 6.3.4 Holzfeuchtewechsel bei +20 °C 172 6.3.5 Lagerung in schwefeldioxidhaltiger Atmosphäre 173 6.3.6 Kriechversuche 174 6.4 Auswertung der Versuchsergebnisse 176 6.4.1 Anfangsfestigkeit im Scherversuch 176 6.4.2 Anfangsfestigkeit im Zugversuch 181 6.4.3 Sichtbare Veränderungen der Klebschicht 183 6.4.4 Restfestigkeit nach Alterung 185 6.4.5 Analyse der Versagensmuster 189 6.4.6 Kriechverhalten 192 6.4.7 Restfestigkeit nach Vorbelastung 198 7 Experimentelle Untersuchungen an bauteilähnlichen Prüfkörpern 201 7.1 Untersuchungsprogramm und Methodik 201 7.1.1 Ziel der Untersuchungen 201 7.1.2 Materialien 202 7.1.3 Großer Scherprüfkörper 203 7.1.4 Herstellung der Prüfkörper 205 7.1.5 Versuchsprogramm – Bauteilversuche 207 7.2 Entwicklung eines Kriechprüfstands 210 7.2.1 Prüfrahmen 210 7.2.2 Lasteinleitung 211 7.2.3 Belastungsvorgang 212 7.2.4 Messtechnik und Monitoring 213 7.2.5 Modifikation für Kurzzeitversuche 214 7.3 Große Scherversuche unter Kurz- und Langzeiteinwirkung 215 7.3.1 Tragfähigkeit bei kurzzeitiger Lasteinwirkung 215 7.3.2 Spannungsverteilung im Glas 219 7.3.3 Kriechversuche mit 1000 Stunden Laufzeit 221 7.3.4 Verlängerte Kriechversuche am Klebstoff mit mittlerer Steifigkeit 226 7.3.5 Tragfähigkeit nach Vorbelastung 230 8 Bewertung und Handlungsempfehlung 231 8.1 Alterungsverhalten 231 8.2 Korrelation der Ergebnisse aus Fügeteil- und 233 Bauteilversuchen 8.2.1 Versuche bei kurzzeitiger Lasteinwirkung 233 8.2.2 Versuche bei langandauernder Lasteinwirkung 235 8.3 Der Vorzugsklebstoff und seine Einsatzgrenzen 238 8.4 Konstruktion 241 9 Zusammenfassung und Ausblick 243 9.1 Zusammenfassung 243 9.2 Ausblick 249 10 Literatur 253 11 Abbildungsverzeichnis 263 12 Tabellenverzeichnis 267 13 Bezeichnungen 268 Anhang A Materialkennwerte zur Klebstoffauswahl 271 B Klebverbindungen im Labormaßstab 287 C Bauteilähnliche Prüfkörper 373