Das Tragverhalten von Textilbeton kann durch den Einsatz von Kurzfasern erheblich verbessert werden. Untersuchungen zeigen eine Anhebung der Erstrisslast, ein dehnungsverfestigendes Verhalten, eine Verfeinerung des Rissbildes sowie eine Anhebung der maximalen Tragfähigkeit. Unklar sind bisher noch die genauen Mechanismen, die eine gezielte Einstellung des Tragverhaltens ermöglichen. Der Beitrag fasst die Untersuchungen zu den einzelnen Bereichen der Spannungs- ehnungslinie von Textilbeton mit Kurzfasern zusammen und versucht möglichst allgemeingültige Zusammenhänge darzustellen. Dabei werden die Erhöhung der Erstrisslast, die Rissüberbrückung und die Auswirkungen auf das Gesamttragverhalten betrachtet. Abschließend wird das zyklische Biegetragverhalten von Textilbeton mit Kurzfasern im gerissenen Zustand dargestellt. / The load bearing behaviour of textile reinforced concrete can be significantly improved by the addition of short fibres. Investigations show an increase of the first crack strength, a strain-hardening behaviour, a better crack pattern distribution as well as an increase of the load carrying capacity. However, the exact mechanisms leading to this behaviour are not yet known such that a prediction of the load bearing behaviour is not possible. This paper summarises the investigations on the different parts of the stress-strain curve of textile reinforced concrete with short fibres and tries to describe general relationships. In this context the increase of the first crack stress, the crack bridging behaviour and the influence on the load-bearing behaviour in general are considered. Finally, the dynamic flexural behaviour of textile reinforced concrete with short fibres in state II is presented.

Steel fibre reinforced concrete is not a novel concept, it has been around since the mid-1900s, but despite its great success in shotcrete-reinforced rock walls and industrial floors it has not made any impact on either beams or elevated slab. Apparently, the absence of standards is the main reason. However, the combination of steel fibre reinforced concrete and conventional reinforcement has in many researches shown to emphasize good bearing capacrty. In this thesis, two punching shear capacity models have been analysed and adapted on 136 test slabs perfomred by previous researchers. The first punching model altemative is proposed in DAfStB - BetonKalender 201l, and the second punching model alternative is established in Swedish Concrete Association - Report No. 4 1994. Due to missing information of the experimental measured residual tensile strength, a theoretical residual tensile strength was estimated in two different manners to be able to adapt the DAfStB punching model altemative on the refereed test slabs. The first solution is an derivation of a suggestion made by Silfiverbrand (2000) and the second solution is drawn from a proposal made by Choi etal. (2007). The result indicates that the SCA punching model alternative is easier to adapt and provides the most representative result. Also DAfStb altemative with the second solution of estimating the residual strength contributes to arbitrary result, however due to the uncertainty of the estimation of the residual tensile strength, the SCA punching model is recommended to be applied until further investigation can confirm the accuracy of the DAfStB alternative with experimentally obtained residual tensile strength.

Philipp Hoffmann Untersuchung zur Fixierung von Knorpelgewebe mittels laserinduzierter Koagulation Aus der Chirurgischen Tierklinik der Veterinärmedizinische Fakultät der Universität Leipzig, angefertigt im Forschungszentrum für Medizintechnik und Biotechnologie GmbH, Bad Langensalza Eingereicht im Januar 2012 97 Seiten, 59 Abbildungen, 9 Tabellen, 318 Literaturangaben 10 Seiten Anhang Schlüsselwörter: Laser, Löten, Knorpelgewebe, Zugfestigkeit, thermische Schäden Gelenkerkrankungen zählen zu den häufigsten Ursachen von Bewegungseinschränkungen in der Human- und Veterinärmedizin. Neben der konservativen Therapie gibt es zahlreiche chirurgische Therapieansätze, unter denen die verschiedenen Verfahren der autologen Chondrozytenimplantation (ACI) vermehrt in den Fokus gerückt sind. Als unbefriedigend stellt sich aktuell die Fixierung der Implantate bzw. Transplantate dar. Ziel der vorliegenden Arbeit war es, zunächst in vitro, unter Nutzung von Gelenkknorpelgewebe aus Kadavermaterial (Schwein, Rind), ein Verfahren einzuarbeiten, mit dem es möglich ist, durch laserinduzierte Koagulation eines Lötmittels eine Verbindung zwischen zwei Knorpelfragmenten bei einer möglichst geringen Gewebeschädigung herzustellen. Als Lötmittel war ein geeignetes Chromophoren-Protein-Gemisch (CPG) herzustellen, welches so auf die Wellenlänge des zur Verfügung stehenden Lasers angepasst wurde, dass die Herstellung von Lötverbindungen möglich war. Die mechanische Festigkeit der Lötverbindungen wurde in verschiedenen Studien zur Optimierung der Lötmittelzusammensetzung und der Lasereinstellungen durch die Bestimmung der Zugkraft geprüft. Ebenso wurden Untersuchungen zum Auftreten thermischer Schäden am Gewebe durch das lasergestützte Löten vorgenommen. Ausgehend von der Untersuchung der Absorptionseigenschaften verschiedener Chromophore und Proteine wurden verschiedene, auf die Wellenlänge des Lasers (810 nm Diodenlaser) abgestimmte, CPG unter Verwendung des Farbstoffes Indocyaningrün (ICG), welcher in dem in der Humanmedizin zugelassenen Diagnostikum ICG-Pulsion® (PULSION Medical Systems AG, München) enthalten ist, und bovinem Serumalbumin (BSA) hergestellt. Knorpelgewebe absorbiert die Strahlung des Diodenlasers (810 nm) kaum (μa ≈ 0 bis 0,02 cm-1). Das Lötmittel (ICG + BSA), dessen Absorptionsmaximum mit 790 nm nah an der Emissionswellenlänge des Lasers liegt, absorbiert hingegen in diesem Wellenlängenbereich gut. Dadurch kann eine direkte Schädigung des Knorpelgewebes durch die Absorption der Laserstrahlung vermieden werden. In den Studien wurden drei Lötmittel mit unterschiedlichen Anteilen an ICG (1 %, 0,25 % und 0,025 %) bei einem BSA-Gehalt von 60 % verwendet. Die Lötmittel mit 0,025 % und 0,25 % ICG wurden zur Prüfung der Zugfestigkeit der gelöteten Verbindung in Abhängigkeit von der Leistungsdichte und der Expositionszeit untersucht. Das Lötmittel mit 0,025 % ICG wurde in den Untersuchungen zur Abhängigkeit der Zugfestigkeit von der Tierspezies, der Entnahmestelle des Knorpelgewebes und der Lötmitteldicke genutzt. Einflüsse der Lagerung des Lötmittels und der Anzahl an Lötmittelpunkten auf die Zugfestigkeit wurden mit dem Lötmittel mit 0,25 % ICG untersucht. Zusätzlich war zu prüfen ob durch ein Knorpelgewebefragment hindurch das CPG zu koagulieren ist. Zur Untersuchung thermisch bedingter Schäden wurden zum einen Temperaturmessungen an der Oberfläche des Knorpelgewebes, im Bereich des Lötmittels und in verschiedenen Tiefen unterhalb des Lötmittels durchgeführt. Zum anderen erfolgten histologische Untersuchungen der Knorpelgewebeproben nach Laseranwendung. Es ist möglich, mittels laserinduzierter Koagulation eines CPG eine Verbindung von Knorpelgewebe vom Schwein und Rind herzustellen. Mit Steigerung der Leistungsdichte und Verlängerung der Expositionszeit kommt es zur Erhöhung der Zugfestigkeit. Die Zugfestigkeiten waren bei Koagulation des CPG durch das Knorpelfragment hindurch niedriger als die Zugfestigkeiten mit aufgelegtem Lötmittel. Unter Laseranwendung kommt es zu einem steilen Ansteigen der Temperatur im Lötmittel bis zum Erreichen einer Höchsttemperatur. Die Steilheit des Temperaturanstieges und die sich einstellenden Temperaturen nehmen mit Erhöhung des im Lötmittel enthaltenen ICG-Gehaltes und der am Laser eingestellten Leistung zu. Die Temperaturerhöhung ist jedoch weitgehend auf das Lötmittel und dessen Randbereiche begrenzt. Die histologischen Untersuchungen verdeutlichten, dass die Laserbestrahlung von Knorpelgewebe mittels Diodenlaser (810 nm) nur eine sehr geringe Schädigung verursacht. Unter Verwendung eines Lötmittels kommt es durch die vom Lötmittel absorbierte Energie zu Schäden am umliegenden Knorpelgewebe. Diese Schädigung ist auf Randbereiche des Lötmittels begrenzt und nimmt mit steigender Leistung und Expositionszeit zu. Bei einer Leistungsdichte von (5,09 W/cm2) konnte eine Verbindung zwischen zwei Knorpelfragmenten erzielt werden, die bei einer Zugkraft von 13,3 N/cm2 nachgibt und bei der die Schädigungen des Knorpelgewebes minimal sind. Die vorliegenden Untersuchungen haben gezeigt, dass es möglich ist, Knorpelfragmente mittels laserinduzierter Koagulation eines CPGs miteinander zu fixieren. / Philipp Hoffmann Investigation for the fixation of articular cartilage tissue using laser-induced coagulation From the Large Animal Clinic for Surgery, Faculty of Veterinary Medicine, University of Leipzig, prepared at Research Centre of Medical Technology and Biotechnology GmbH, Bad Langensalza Submitted in January 2012 97 Pages, 59 figures, 9 tables, 318 references, 10 pages appendices Keywords: laser, soldering, cartilage tissue, tensile strength, thermal damage Joint diseases are among the most common causes of restricted movement of patients in the human and veterinary medicine. In addition to the conservative therapy, there are numerous surgical therapies, under which the various methods of autologous chondrocyteimplantation, have moved increasingly into the focus of scientific and clinical interest. As problematic and unsatisfactory is currently the fixation of the implants. The aim of this study was, first in vitro, taking advantage of articular cartilage tissue from cadaver material (pig, cattle) to incorporate a process by which it is possible to produce by laser-induced coagulation of solder a connection between two cartilage fragments with the smallest possible tissue damage. As solder was a suitable chromophore-protein-mixture (CPG) to establish which it was adapted to the wavelength of the laser is available, that the production of solder joints was possible. The mechanical strength of solder joints has been examined in several studies to optimize the laser settings and the solder ingredients by determining the tensile strength. Likewise, studies on the occurrence of thermal damage to the tissues were made by the laser-assisted soldering. Based on the study of the absorption properties of various chromophores and proteins the wavelength of the laser (810 nm diode laser) was tuned, and different CPG using the dye indocyanine green (ICG), which is within the acceptable in human medicine ICG-Pulsion ® (Pulsion Medical Systems AG, Munich) is included, and bovine serum albumin (BSA) were prepared. Articular cartilage tissue absorbs the radiation of the diode laser (810 nm) hardly (uA ≈ 0 to 0.02 cm–1). The solder (ICG + BSA), whose absorption maximum at 790 nm is close to the emission wavelength of the laser is absorbed. This can be avoided direct damage to the cartilage tissue through the absorption of laser radiation. In the studies, three solders were used with different proportions of ICG (1 %, 0.25 % and 0.025 %) at a content of 60 % BSA. The solder with 0.025 % and 0.25 % ICG were studied to test the tensile strength of the soldered connection as a function of power density and exposure time. The solder containing 0.025 % ICG was used in the investigations of the dependence of tensile strength of the animal species, the donor site of the cartilage and the solder thickness. Influences of storage the solder and the number of solder dots on the tensile strength were investigated with the solder with 0.25 % ICG. In addition it was to examine if it is possible to coagulate the CPG through an articular cartilage fragment. To investigate thermally induced damage to temperature measurements were performed on the surface of the cartilage tissue in the area of the solder and at various depths below the solder. Secondly, histological examinations were made of the articular cartilage after laser application. It is possible to produce by laser-induced coagulation of a CPG an articular cartilage bonding of pig and cattle. With increasing power density and lengthening the exposure time leads to the increase in tensile strength. The tensile strengths were measured with coagulation of the CPG passed through the cartilage fragment is lower than the tensile strengths with applied solder. Under laser application leads to a steep rise in temperature in the solder to reach a maximum temperature. The rate of temperature rise increases with increasing the solder contained in ICG content and on the laser power set. The temperature rise is limited largely to the solder and its peripheral areas. The histological examinations showed that the laser irradiation of cartilage tissue using diode laser (810 nm) only a very little damage caused. Using a solder it comes through the energy absorbed by the solder and damage to the surrounding articular cartilage tissue. This damage is limited to border areas and the flux increases with increasing power and exposure time. At a power density of (5.09 W/cm2) was a connection between two cartilage fragments are obtained, which yields at a tensile force of 13.3 N/cm2 and where the damage to the cartilage tissue is minimal. The present studies have shown that it is possible cartilage fragments by laser-inducedcoagulation of a CPG to fix each other.

The thesis summarises information about recycled aggregates and basalt fibres, their interaction in composite material such as concrete. It focuses on the potential deficiencies and properties of concrete due to the use of recycled aggregates and on the possibilities of their subsequent elimination of their negative impact by the use of basalt fibres. It characterizes individual raw materials and their interaction in concrete. It includes verification of the properties of the individual sub-components and the resulting concrete itself. An assessment is made of the impact of the use of recycled aggregates on the properties of concrete (compresive strength, static modulus of elasticity, residual flexure tensile strength and others). The thesis discusses the question of whether the same or similar mechanical properties of concrete can be achieved with natural and recycled aggregates using basalt reinforcing fibres. The work provides for the possibility of settlement the values of these concrete parameters by using basalt fibres as a dispersed reinforcement in concrete. The recycled aggregates come from concrete company JARO AS in the north of Norway, where this work was conducted with the financial support from Erasmus+ at The Arctic University of Norway - campus Narvik.

The work deals with the preparation and mechanical properties of coated Bioglass® 45S5 based foam materials with open porosity. The samples have been fabricated applying the replication method with use of polyurethane foam. Furthermore, these samples were coated in order to increase the strength characteristics and crack resistance. Polyvinylalcohol and PVA with cellulose microfibrils have been used as coating. Besides microstructural parameters of investigated materials using the SEM images strength characteristics in compression and in tension were also quantified.

Since a large part of the hydropower structures in Sweden was built in the 1950s and 1960s, many of them are slowly but surely exhibiting deterioration. The hydropower companies are facing big challenges and are consequently investing in effective repairing methods since a hydropower structure failure could pose serious consequences and dangers to people, the environment, and the community. Many structures within hydropower are made of concrete and the demands on the new supplementing concrete are high. Concrete with the potential to meet these high demands is the pre-placed aggregate concrete, which has shown promising results regarding its mechanical properties in previous studies. For this reason, this type of concrete is of interest to investigate. The focus has not been on optimizing the pre-placed aggregate concrete for full-scale productions. Instead, the main objectives of this master thesis were to study and analyze the mechanical properties of this type of concrete, such as shrinkage, compressive strength, splitting tensile strength, freeze-thaw resistance and moreover investigate parameters of importance in the mix design to obtain a homogenous and easy flowing grout that successfully could fill the voids between the coarse aggregates. The investigations were carried out by laboratory experiments in the research and laboratory facilities of Vattenfall in Älvkarleby. The mix design of the grout was developed using the methods and requirements stated in the American Society for Testing and Materials, ASTM standards, and The Swedish Institute for Standards, SiS. A total of 15 grout-mixes were made. However, only the last five were used to cast specimens as the air content was insufficient in the first ten. The results indicated that it is necessary to replace the air-entraining admixture with microspheres in order for the pre-placed aggregate concrete to meet the requirements in exposure class XF3 and XC4. The scaling of the pre-placed aggregate concrete was less than 0.1 kg/m2 at 56 cycles, and thus, the freeze-thaw resistance was classed as very good. Moreover, the use of slag considerably reduced the bleeding of the grout and also improved the casting results. However, on the other hand, it increased the shrinkage of the pre-placed aggregate concrete. An efficiency factor of 0.6 proved to be too low since the compressive strength of the specimen with slag was approximately 50 % higher than the ones without. Furthermore, the shrinkage of the pre-placed aggregate concrete was after 63 days found to be lower than that of the conventional concrete. Also, the compressive strength of the pre-placed aggregate concrete without slag proved to be approximately 15 % lower than that of conventional concrete. Additionally, vibration during casting was found to increase the compressive strength of the pre-placed aggregate concrete and also improved the casting results. Low bleeding, combined with a high discharge time of approximately 45 seconds for 1.7 liters of grout, generated the best casting results. The results from the investigations have shown that this type of concrete has great potential. However, actions and further investigations should be made to see whether changing the fine aggregate size to a smaller one improves the ability of the grout to penetrate the voids between the coarse aggregates. Moreover, pump injection of the grout should be tested instead of pouring it over the coarse aggregates to see whether it improves the casting results and the mechanical properties. / Då en stor del av vattenkraftsdammarna i Sverige byggdes på 1950 och 1960-talet börjar många av dessa sakta men säkert brytas ner. Vattenkraftföretagen står inför stora utmaningar och investerar följaktligen i effektiva reparationsmetoder då dammbrott skulle kunna få allvarliga konsekvenser för människor, den omgivande miljön och för samhället. Flertalet konstruktioner inom vattenkraften är gjorda av betong och kraven på den nya kompletterande betongen är höga. En betong med potentialen att möta och uppfylla dessa höga krav är injekteringsbetongen som i tidigare studier uppvisat lovande resultat beträffande dess mekaniska egenskaper. Med anledning av detta är injekteringsbetongen av intresse att undersöka. Fokus har inte varit på att optimera injekteringsbetongen i syfte att genomföra fullskaliga försök. Istället har huvudsyftet med detta examensarbete varit att studera och analysera injekteringsbetongens mekaniska egenskaper såsom krympning, tryckhållfasthet, spräckhållfasthet, frostbeständighet samt undersöka viktiga parametrar i skapandet av ett homogent och lättflytande cementbruk som med god framgång kunde fylla ut hålrummen mellan grova ballasten. Undersökningarna utfördes genom laboratorieförsök på Vattenfalls betonglaboratorium i Älvkarleby. Vidare har skapandet och utvecklandet av bruket utförts i enlighet med metoder och krav angivna i American Society for Testing and Materials, ASTM standards, samt i Svenska institutet för Standarder, SiS. Totalt gjordes 15 bruksblandningar, dock användes enbart de sista fem till gjutning av provkroppar då lufthalten visade sig vara för låg i dem första tio. Resultaten indikerade på att det är nödvändigt att ersätta luftporbildare med mikrosfärer för att erhålla en lufthalt som uppfyller kraven för betong i exponeringsklass XF3 samt XC4. Injekteringbetongens avflagning efter 56 dygn var mindre än 0.1 kg/m2 och frostbeständigheten kunde därmed klassas som mycket god. Användningen av slagg minskade cementbrukets vattenseparation avsevärt och bidrog även till förbättrade gjutresultat. Dock bidrog det å andra sidan till en ökad krympning hos injekteringsbetongen. En effektivitetsfaktor på 0.6 visade sig vara för låg då injekteringsbetongen med slagg hade en cirka 50 % högre tryckhållfasthet än dem utan. Dessutom visade sig injekteringsbetongens krympning vara mindre än den konventionella betongens efter 63 dagar. Tryckhållfastheten hos injekteringsbetongen utan slagg uppvisade även en cirka 15 % lägre tryckhållfasthet än den konventionella betongens. Vibrering under gjutning visade sig höja tryckhållfastheten hos injekteringsbetongen samt förbättra gjutresultaten. En låg vattenseparation i kombination med en flödestid på cirka 45 sekunder för 1.7 liter bruk visade sig ge bästa gjutresultaten. Resultaten från laboratorieförsöken har visat på att injekteringsbetongen besitter stor potential. Dock bör ytterligare undersökningar genomföras för att bedöma huruvida en mindre ballastfraktion för sanden påverkar brukets förmåga att penetrera den grova ballasten. Vidare bör bruket pumpas in istället för att hällas över den grova ballasten, detta för att se huruvida gjutresultaten samt de mekaniska egenskaperna hos injekteringsbetongen skulle förbättras.

Soil-cement is an integral part of pavement design, especially in areas that are aggregate deprived, such as Mississippi. Current designs are reliant on the relationship of unconfined compressive strength (UCS) to other mechanical properties. The other properties discussed in this dissertation are Modulus of Elasticity (E), Indirect Tensile Strength (St), and Modulus of Rupture (MOR). This dissertation includes a comprehensive review of past design methods and mechanical property relationships. While some mechanical property relationships were shown to be well understood (i.e. St to UCS), others were not as accurate, especially for the later life mechanical properties (i.e. MOR to UCS and E to UCS). This dissertation investigates the Plastic Mold (PM) Compaction (PM) Device and its ability to measure mechanical property relationships (UCS, E, St) for soil-cement as well as different materials, such as lime stabilized subgrade and Cold in Place Recycling (CIR) stabilized with cement. These mechanical property relationships were compared to soil-cement beam specimens, which are capable of being tested for the four previously mentioned mechanical properties from an individual specimen. Finally to have a better understanding of the later life mechanical properties and their relationships, PM and beam specimens were exposed to elevated temperatures to forecast out how these properties interrelate over time. These mechanical property values and relationship were then compared to Mississippi field cores ranging from 10 to 54 years old. These protocols, beam and elevated curing, were able to replicate what was seen for pavement cores that were extracted after decades of service. Over 1300 specimens were testing showing how these mechanical properties interacted from early ages and throughout a pavement’s life.

Indiana University-Purdue University Indianapolis (IUPUI) / Background: A silorane based resin composite, Filtek LS restorative, has been introduced to overcome the polymerization shrinkage of the methacrylate based resin composite. The repair of resin composite may hold clinical advantages. Currently, there is no available information regarding the repair potential of silorane resin composite with either silorane or methacrylate based resin composite. Objectives: The purpose of this study was to compare the repaired microtensile bond strength of aged silorane resin composite using different surface treatments and either silorane or methacrylate based resin composite. Methods: One hundred and eight silorane resin composite blocks (Filtek LS) were fabricated and aged by thermocycling between 8oC and 48oC (5000 cycles). A control (solid resin composite) and four surface treatment groups (no treatment, acid treatment, aluminum oxide sandblasting and diamond bur abrasion) were tested. Each treatment group was randomly divided in half and repaired with either silorane resin composite (LS adhesive) or methacrylate based resin composite (Filtek Z250/Single Bond Plus). Specimens were 12 blocks and 108 beams per group. After 24 hours in 37oC distilled water, microtensile bond strength testing was performed using a non-trimming technique. Fracture surfaces were examined using an optical microscopy (20X) to determine failure mode. Data was analyzed using Weibull-distribution survival analysis. Results: Aluminum oxide sandblasting followed by silorane or methacrylate based resin composite and acid treatment with methacrylate based resin composite provided insignificant differences from the control (p>0.05). All other groups were significantly lower than the control. Failure was primarily adhesive in all groups. Conclusion: Aluminum oxide sandblasting produced comparable microtensile bond strength compared to the cohesive strength of silorane resin composite. After aluminum oxide sandblasting, aged silorane resin composite can be repaired with either silorane resin composite with LS system adhesive or methacrylate based resin composite with methacrylate based dentin adhesive.

Indiana University-Purdue University Indianapolis (IUPUI) / Background: Numerous studies have reported the use of hydrofluoric (HF) acid as one of the most effective methods for the achievement of a durable bond between glass-based ceramics and resin cements. Nevertheless, there is little information available regarding the potential deleterious effect on the ceramic mechanical strength. Objectives: (1) to investigate the effect of HF acid etching regimens on the biaxial flexural strength of a low-fusing nanofluorapatite glass-ceramic (IPS e.max ZirPress, Ivoclar Vivadent), (2) to study the ability of an unfilled resin (UR) to restore the initial (i.e., before etching) mechanical strength, and (3) to evaluate the effect of HF acid etching on the ceramic surface morphology before and after UR treatment via scanning electron microscopy (SEM). Methods: One hundred and forty-four disc-shaped (15 ± 1 mm in diameter and 0.8 ± 0.1 mm in thickness) IPS e.max ZirPress specimens were allocated into 12 groups, as follows: G1-control (no etching), G2-30 s, G3-60 s, G4-90 s, G5-120 s, G6- 60 + 60 s. Meanwhile, groups (G7- G12) were treated in the same fashion as G1-G6, but followed by silane and UR applications. Surface morphology evaluation of non-etched and etched IPS e.max ZirPress (G1-G12) was carried out by scanning electron microscopy (SEM). The flexural strength was determined by biaxial testing as described in ISO 6872. Statistics were performed using two-way ANOVA and the Sidak multiple comparisons (α = 0.05). In addition, the Weibull statistics were estimated. Results: A significant effect of etching time (p=0.0290) on biaxial flexural strength was observed. Indeed, G4 led to a significantly (p=0.0392) higher flexural strength than G1. Correspondingly, G10 revealed a considerably higher flexural strength than G7 (p=0.0392). Furthermore, biaxial flexural strength was significantly higher for G7 – G12 than for G1 – G6 (p<0.0001). For G1 – G6, G4 showed the highest Weibull characteristic strength while the lowest Weibull characteristic strength was seen in G6. In G7 – G12, the highest Weibull characteristic strength was presented in G10 whereas G7 had the lowest. Finally, the SEM data revealed that the HF acid etching affected the surface of IPS e.max ZirPress by generating pores and irregularities and more importantly that the UR was able to penetrate into the ceramic microstructure. Conclusion: Within the limitations of this study, HF acid etching time did not show a damaging effect on the biaxial flexural strength of the IPS e.max ZirPress ceramic. Moreover, the ceramic biaxial flexural strength could be enhanced after UR treatment.

[pt] Atualmente a utilização do aço inoxidável em elementos estruturais ainda é considerada por muitos engenheiros e arquitetos uma solução extravagante para os problemas da engenharia. Todavia, mudanças de atitude na construção civil e uma transição global para um desenvolvimento sustentável, e redução em impactos ambientais tem seguramente provocado um aumento no uso do aço inoxidável. A maioria das normas de projeto de aço inoxidável atuais ainda são baseadas em analogias assumidas com o comportamento de estruturas de aço carbono. Entretanto, o aço inoxidável apresenta quatro curvas tensão versus deformação específicas não lineares sem patamar de escoamento e região de encruamento claramente definidos (tração e compressão, paralela e perpendicular a direção de laminação), modificando assim seu comportamento global. Na presente investigação foram utilizados o aço inoxidável austenítico 304, duplex 2205, ferrítico 430 e o aço carbono USI 300, com tensões últimas e ductilidades distintas. Em elementos estruturais submetidos a esforços de tração usualmente a ruptura da seção líquida representa um dos estados limites últimos a serem verificados. Com o objetivo de se avaliar a resistência a tração de elementos estruturais aparafusados em aço inoxidável, esse trabalho apresenta resultados de um programa experimental envolvendo ligações aparafusadas com furos defasados sob tração. Esse estudo foi realizado em peças de aço carbono e aços inoxidáveis de forma a comparar as principais características mecânicas entre esses dois tipos de aços estruturais. Dessa forma foi possível apresentar novos resultados a respeito do comportamento a tração dessas ligações. Dentre outras variáveis que controlam os estados limites últimos foi verificada a influência significativa da espessura da placa de aplicação da carga, direção da laminação, configuração de parafusos da ligação e propriedades do aço inoxidável, como ductilidade e razão entre suas tensões de escoamento e de ruptura. / [en] The use of stainless steel in structural engineering applications is still seen by many architects and engineers as na extravagant solution. However, modifications of designers paradigms and changes in the construction market and the natural transition to a sustainable development reducing environment impacts have boosted the use of stainless steel structures. A substantial majority of stainless steel structural design codes is still based on carbon steel analogies. Despite this fact, the stainless steel presents foun non-linear stress versus strain curves (tension and compression, parallel and perpendicular to the rolling direction) without a defined yield plateau and strain hardening zones, substantially altering its global structural response. The present investigation adopted the austenitic stainless steel grade 304, duplex stainless steel grade 2205, ferritic stainless steel grade 430 and the carbon steel USI300, all with similar yield stresses but with different yield strength stresses and ductility capacities. Structural elements subjected to tension axial forces usually presents the net section rupture as one of its controlling ultimate limit states. The present study performed an experimental programme to evaluate and investigate the tension capacity of staggered bolted members. The tests were made with carbon and stainless steels to compare and access their similarities and differences in terms of structural performance. Thus it was possible to observe significant findings in the behavior of these bolted staggered members under tension forces. The controlling ultimate limit states were significantly influenced by various parameters like: the loading plate thickness, the rolling direction, adopted bolt configuration, and stainless steel properties like: ductility capacity and the ratio between the yield and ultimate rupture stresses.