Os ensaios mecânicos são mundialmente empregados para caracterização e implementação de diversos materiais. Dentre a vasta gama de ensaios existentes, o ensaio de impacto convencional é consagrado no meio científico, industrial e na indústria do óleo e gás onde a sua função básica é determinar a energia total absorvida na fratura de um corpo-de-prova entalhado conforme as recomendações da norma ASTM E23. Entretanto, a energia global absorvida possui um valor de uso muito limitado e ela normalmente não é aceita como um indicador quantitativo da resistência à fratura do material. Assim, com a utilização de uma máquina de ensaios de impacto instrumentada, torna-se possível a aquisição de um maior número de informações obtidas através de um ensaio de impacto clássico, como por exemplo, o estudo detalhado da integridade estrutural de materiais utilizados na fabricação de dutos. Desta maneira, o presente trabalho tem como objetivo avaliar a tenacidade de um duto de aço API 5L X70 sem costura, com 11 polegadas de diâmetro externo e ½ polegada de parede, frente a uma falha dinâmica, através da tenacidade a fratura, comparando carregamento estático com dinâmico através dos resultados de J0,2 e Jm. Entretanto a tenacidade a fratura é consideravelmente afetada para altas taxas de deformação, com redução de aproximadamente 30% nas amostras com orientação de entalhe X-Y (defeito lateral passante) e de aproximadamente 40% nas amostras com orientação de entalhe X-Z (defeito superficial), demostrados através do JΔinit. / Mechanical testing are worldwide employed for materials characterization and implementation. Among the large group of the existing tests, the conventional impact test has been used for industry and academic fields, especially oil and gas engineering in order to evaluate the energy absorbed of a notched sample, according to the ASTM E23 standard. However, the energy absorbed has a limited use and is not usually accepted as a quantitative indicator of the fracture thougness. Thus, by using an instrumented impact test, there will be an increasing in the amount of information obtained than the traditional impact test and, thefore, a detailed study of the structural integrity of materials can be carried out for manufacturing of pipes. Hence, this study aims to characterize a pipe steel API 5L X70 seamless, with 11 inches outside diameter and ½ inche of wall, against dynamic failure through fracture toughness, comparing static loading with dynamic through the results of J0,2 and Jm. However, fracture toughness is considerably affected at high deformation rates, with a reduction of approximately 30% in X-Y notch (through thickness defect) and approximately 40% in X-Z notch (surface defect) samples, demonstrated for JΔinit.

Os ensaios mecânicos são mundialmente empregados para caracterização e implementação de diversos materiais. Dentre a vasta gama de ensaios existentes, o ensaio de impacto convencional é consagrado no meio científico, industrial e na indústria do óleo e gás onde a sua função básica é determinar a energia total absorvida na fratura de um corpo-de-prova entalhado conforme as recomendações da norma ASTM E23. Entretanto, a energia global absorvida possui um valor de uso muito limitado e ela normalmente não é aceita como um indicador quantitativo da resistência à fratura do material. Assim, com a utilização de uma máquina de ensaios de impacto instrumentada, torna-se possível a aquisição de um maior número de informações obtidas através de um ensaio de impacto clássico, como por exemplo, o estudo detalhado da integridade estrutural de materiais utilizados na fabricação de dutos. Desta maneira, o presente trabalho tem como objetivo avaliar a tenacidade de um duto de aço API 5L X70 sem costura, com 11 polegadas de diâmetro externo e ½ polegada de parede, frente a uma falha dinâmica, através da tenacidade a fratura, comparando carregamento estático com dinâmico através dos resultados de J0,2 e Jm. Entretanto a tenacidade a fratura é consideravelmente afetada para altas taxas de deformação, com redução de aproximadamente 30% nas amostras com orientação de entalhe X-Y (defeito lateral passante) e de aproximadamente 40% nas amostras com orientação de entalhe X-Z (defeito superficial), demostrados através do JΔinit. / Mechanical testing are worldwide employed for materials characterization and implementation. Among the large group of the existing tests, the conventional impact test has been used for industry and academic fields, especially oil and gas engineering in order to evaluate the energy absorbed of a notched sample, according to the ASTM E23 standard. However, the energy absorbed has a limited use and is not usually accepted as a quantitative indicator of the fracture thougness. Thus, by using an instrumented impact test, there will be an increasing in the amount of information obtained than the traditional impact test and, thefore, a detailed study of the structural integrity of materials can be carried out for manufacturing of pipes. Hence, this study aims to characterize a pipe steel API 5L X70 seamless, with 11 inches outside diameter and ½ inche of wall, against dynamic failure through fracture toughness, comparing static loading with dynamic through the results of J0,2 and Jm. However, fracture toughness is considerably affected at high deformation rates, with a reduction of approximately 30% in X-Y notch (through thickness defect) and approximately 40% in X-Z notch (surface defect) samples, demonstrated for JΔinit.

Concrete structures may be subjected to dynamic loading during their service life. Understanding the dynamic properties of concrete structures is becoming critical because of the increased concern about the dynamic loading of both civilian and military structures, and especially, the recent increase in terrorist attacks on structures. Fiber reinforced concrete (FRC) is known to exhibit superior performance in its post-peak energy absorption capacity, (i.e., toughness) under flexural and tensile loading. However, the behavior of fiber reinforced concrete under compressive impact has not previously been investigated. In the present research, the response of fiber reinforced concrete was investigated over the full strain rate regime, from static loading to high strain rate loading, and finally to impact loading. The compressive toughness of FRC under static loading was studied using an existing Japanese standard (JSCE SF-5). Then, a test method for FRC under compressive impact loading was developed, involving the use of a high speed video camera system to measure the deformation of FRC cylinders under compressive impact. The strain rate sensitivity of FRC in both flexure and compression was also fully investigated. FRC was found to have higher strengths under impact loading (both flexural and compressive) than under static loading. The compressive toughness under impact loading increased due to the high peak load and the high strain capacity. FRC under flexural impact loading showed a greater strength improvement than under static flexure. FRC displays a much higher Dynamic Improvement Factor (DIF) under flexural impact than under compressive impact. It gave an overall higher performance under impact than under static loading. It also exhibited a higher strain rate sensitivity than plain concrete in both compression and flexure. Damage analysis, in terms of loss of strain energy, was carried out based on damage mechanics principles. Damage was found to increase with increasing strain rate. A new constitutive model was proposed to account for the relationship between DIF (Comp) and strain rate and the data derived from the model were found to be consistent with the experimental results. / Applied Science, Faculty of / Civil Engineering, Department of / Graduate

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Submitted by Maria Medeiros (maria.dilva1@ufcg.edu.br) on 2018-08-20T13:53:22Z No. of bitstreams: 1 WELLINGTON CORDEIRO OLIVEIRA - DISSERTAÇÃO (PPGEM) 2018.pdf: 8813868 bytes, checksum: a538ae4b12c154e17d31068945d4febb (MD5) / Made available in DSpace on 2018-08-20T13:53:22Z (GMT). No. of bitstreams: 1 WELLINGTON CORDEIRO OLIVEIRA - DISSERTAÇÃO (PPGEM) 2018.pdf: 8813868 bytes, checksum: a538ae4b12c154e17d31068945d4febb (MD5) Previous issue date: 2018-04-06 / Os aços ferramenta têm uma importante participação no mercado mundial no que se refere a engenharia. São usados na indústria metal-mecânica como ferramentas de corte, moldes, punções, entre outras aplicações. Devido a sua grande importância, é imprescindível discutir a relação entre a microestrutura e as propriedades mecânicas, devido ser uma prática comum na indústria especificar os tratamentos térmicos com base principalmente na dureza final do material, sem considerar que para um mesmo valor de dureza um aço ferramenta pode apresentar diferentes propriedades mecânicas, isto dependendo do ciclo de tratamento térmico aplicado. Logo, a seleção do tratamento térmico é um aspecto tecnológico relevante no desempenho destes aços. Tendo em vista a vasta possibilidade de propriedades mecânicas obtidas (tenacidade a fratura) com diferentes tratamentos térmicos, esse trabalho teve como objetivo especificar um aço ferramenta nacional e um conjunto de parâmetros de tratamento térmico que possibilite a utilização deste material como forma de substituição de um outro aço importado utilizado na confecção de lâminas de corte usadas no processamento de placas de chumbo. O aço selecionado para o desenvolvimento deste trabalho foi o aço AISI D6, a seleção desse aço foi feita tomando-se como base as características obtidas através de análises realizadas em campo e de microdureza e microestrutura das lâminas de corte já existentes no processo confeccionadas com aço importado. Com o aço selecionado em mãos, aplicou-se dois tratamentos térmicos diferentes de têmpera e revenido (um proposto pelo fabricante e outro proposto pelo trabalho em execução), onde avaliou-se o efeito dos tratamentos térmicos sobre as propriedades mecânicas e microestrutural do material. Através da análise dos resultados da relação entre dureza e tenacidade, constatou-se que para os dois tratamentos térmicos aplicados, não houve variações significativas das propriedades mecânicas do material, e que os dois tratamentos apresentaram resultados satisfatórios. O aço ferramenta nacional especificado apresentou-se como alternativa para substituição do aço importado utilizado atualmente. Testes obtidos em campo com a lâmina fabricada com o aço nacional especificado nesse estudo e que recebeu o tratamento térmico proposto pelo fabricante (FAB), corroboraram com a análise das propriedades, visto que se constatou aumento do tempo de vida de corte em mais de 30%. / The tool steels have an important participation in the world market with regard to engineering. They are used in the metal-mechanic industry as cutting tools, molds, punches, among other applications. Because of its great importance, it is essential to discuss the relationship between the microstructure and the mechanical properties, since it is a common practice in industry to specify thermal treatments based mainly on the final hardness of the material, without considering that for a same hardness value a steel tool may have different mechanical properties, depending on the heat treatment cycle applied. Therefore, the selection of heat treatment is a relevant technological aspect in the performance of these steels. Considering the wide possibility of mechanical properties obtained (fracture toughness) with different thermal treatments, this work had the objective of specifying a national tool steel and a set of thermal treatment parameters that allow the use of this material as a substitute for a another imported steel used in the manufacture of cutting blades used in the processing of lead plates. The steel selected for the development of this work was AISI D6 steel, the selection of this steel was made taking as a base the characteristics obtained through field analysis and microhardness and microstructure of the cutting blades already in the process made with steel imported. With the selected steel in hand, two different tempering and tempering treatments were applied (one proposed by the manufacturer and another proposed by the work in progress), where the effect of the thermal treatments on the mechanical and microstructural properties of the material was evaluated. By analyzing the results of the relationship between hardness and toughness, it was found that for the two thermal treatments applied, there were no significant variations of the mechanical properties of the material, and that both treatments presented satisfactory results. The specified national steel tool was presented as an alternative to replace the currently used imported steel. Field tests with the blade manufactured with the national steel specified in this study and that received the thermal treatment proposed by the manufacturer (FAB), corroborated with the analysis of the properties, as it was observed an increase in the cutting life time in more than 30 %.

Bei der Beurteilung der Sicherheit bestehender Konstruktionen aus altem Baustahl (i. A. Flussstahl) und der Entscheidung über notwendige Instandsetzungs- und Verstärkungsmaßnahmen ist der Nachweis ausreichender Werkstoffzähigkeit (der Sicherheit gegen ein sprödes Versagen) von wesentlicher Bedeutung. Die in DIN EN 1993-1-10 normativ geregelten Nachweismethoden zur Beurteilung der Sprödbruchgefährdung wurden basierend auf umfangreichen bruchmechanischen Untersuchungen entwickelt. Sie gelten für Schweißkonstruktionen und „Stähle aus neuerer Zeit“ mit in der Regel hohen Zähigkeitswerten. Die Quantifizierung der Zähigkeit in Werkstoffnormen erfolgt durch Kerbschlagbiegeversuche. Die Beziehung zwischen der Übergangstemperatur der Kerbschlagarbeit und der Referenztemperatur der Bruchzähigkeit wird durch die modifizierte Sanz-Korrelation hergestellt, die nur für diese Stähle abgeleitet wurde. Das in der Norm verankerte Verfahren ist für alte Flussstahlkonstruktionen mit Lochschwächung durch Niet- und Schraubenverbindungen nicht geeignet. Einerseits unterscheiden sich Kerbwirkung und Eigenspannungszustand von geschweißten und genieteten Konstruktionen und damit die Zähigkeitsanforderungen wesentlich voneinander. Auf der anderen Seite unterliegen die Zähigkeitseigenschaften von Flussstählen deutlich größeren Streuungen. In der vorliegenden Arbeit werden experimentelle und rechnerische Untersuchungen zum Sprödbruchverhalten gelochter Konstruktionen aus altem Flussstahl vorgestellt. Wesentlicher Bestandteil sind dabei die umfangreichen Werkstoffanalysen zur Ermittlung der bruchmechanischen Werkstoffzähigkeit im spröd-duktilen Übergangsbereich nach dem Master-Curve-Konzept (ASTM E1921). Die Auswertungen belegen, dass in Abhängigkeit des Herstellungsverfahrens unterschiedliche Werkstoffgüten definiert werden können. Um den Einfluss des Stanzens von Löchern auf das Sprödbruchverhalten alter Flussstähle zu beurteilen, werden Gefügeuntersuchungen und Mikrohärtemessungen durchgeführt. Ausgehend von einer umfassenden Analyse typischer Konstruktionsformen bestehender Tragwerke des Stahlhochbaus erfolgen bruchmechanische FE-Berechnungen an Anschlüssen von Winkelprofilen zur Bestimmung der Zähigkeitsanforderungen. Die dabei gewonnenen Ergebnisse des Spannungsintensitätsfaktors werden durch Modifikation bekannter Lösungen aus der Fachliteratur für die weitere Anwendung aufbereitet. Darauf aufbauend wird für die untersuchten Konstruktionsdetails im Rahmen einer bruchmechanischen Sicherheitsanalyse ein praxisgerechtes Verfahren zur Beurteilung der Sprödbruchgefährdung genieteter und geschraubter Bauteile abgeleitet. Mit Hilfe statistischer Methoden werden Streuungen der Festigkeits- und Zähigkeitskennwerte der Flussstähle erfasst und nach der Verifizierung durch Bauteilversuche in ein semi-probabilistisches Nachweiskonzept überführt.

Abstract From the largest discontinuities to the smallest of the elements, various factors can threaten structural integrity. Susceptibility to these factors elevates with higher yield strengths. As-quenched low-carbon steels with a martensitic or martensitic-bainitic microstructure are modern ultra-high-strength structural steels. They can possess sufficient toughness, formability, and weldability, and are typically used in weight-critical and high-performance structures. Common problems with as-quenched steels with a yield strength of 900 MPa or more are that they do not obey the conventional correlation between the fracture toughness reference temperature T₀ and the impact toughness transition temperature T₂₈ᴊ used in many standards and structural integrity assessment procedures, and a lack of design rules in general. This thesis studies the relationship between the T₀ and T₂₈ᴊ to provide additional knowledge for future standardisation, the microstructural features governing the toughness at these temperatures on both global and local scale, and whether hydrogen embrittlement is present at subzero temperatures. It uses steels produced via laboratory rolling and quenching as well as from pilot-scale and full-scale industrial production, studying them with standardised toughness tests, microstructural characterisation, fractography, and cohesive zone modelling. As-quenched steels have a distinct correlation between T₀ and T₂₈ᴊ. An improved general T₀ – T₂₈ᴊ correlation applies to a wide range of steels. T₂₈ᴊ correlates closely with a dynamic reference toughness, which can be used together with the fraction of detrimental {100} cleavage planes near the main fracture plain to effectively estimate the transition temperatures. On a local scale, centreline segregation decreases the effective coarse grain size, which more than compensates for the harmful effects associated with the higher hardness and inclusion content of the centreline, resulting in increased fracture toughness. Hydrogen embrittlement causes a decrease in fracture toughness and local deformability, thereby increasing T₀ while leaving T₂₈ᴊ unaffected. Overall, the results show that high toughness demands good control of effective coarse grain size and hydrogen content. / Tiivistelmä Tekijät suurimmista epäjatkuvuuskohdista aina pienimpään alkuaineeseen voivat uhata rakenteellista eheyttä, minkä lisäksi alttius näille kasvaa materiaalin myötölujuuden kasvaessa. Modernit karkaistun tilan ultralujat matalahiiliset rakenneteräkset voivat silti omata riittävän sitkeyden, muovattavuuden ja hitsattavuuden. Tyypillisiä käyttökohteita näille ovat painon suhteen kriittiset ja korkean suorituskyvyn rakenteet. Yleinen ongelma myötölujuudeltaan noin ja yli 900 MPa karkaistun tilan teräksillä on se, että ne eivät noudata perinteistä murtumissitkeyden referenssilämpötilan T₀ ja iskusitkeyden transitiolämpötilan T₂₈ᴊ välistä korrelaatiota, jota käytetään useissa standardeissa ja suunnitteluohjeissa, jotka eivät myöskään vielä salli näin lujien terästen käyttöä. Tämä väitöstyö tutkii transitiolämpötilojen T₀ ja T₂₈ᴊ välistä suhdetta edistääkseen näiden terästen sisällyttämistä standardeihin, haurasmurtuma-sitkeyteen vaikuttavia mikrorakenteellisia tekijöitä sekä yleisellä että paikallisella tasolla, ja vetyhaurautta matalissa lämpötiloissa. Koeteräkset ovat laboratoriovalmisteisia, tuotantokokeita ja tuotantolaatuja. Niitä tutkitaan standardisoiduilla sitkeyskokeilla, mikrorakenteen karakterisoinnilla, fraktografialla ja koheesiovyöhykettä hyödyntävällä mallinnuksella. Tulokset osoittavat karkaistun tilan terästen omaavan erityisen korrelaation T₀ ja T₂₈ᴊ välillä. Muokattu, ultralujat teräkset huomioiva yleinen T₀ – T₂₈ᴊ -korrelaatio soveltuu laajalti eri terästyypeille. T₂₈ᴊ korreloi läheisesti dynaamisen referenssisitkeyden kanssa, jonka avulla yhdessä haitallisten {100} lohkomurtumatasojen osuuden kanssa voidaan estimoida joukko transitiolämpötiloja. Paikallisella tasolla keskilinjasuotauma pienentää efektiivistä karkeiden rakeiden kokoa, mikä suotauman suurista sulkeumista ja kovuudesta huolimatta parantaa murtumissitkeyttä. Vetyhauraus taas huonontaa sitkeyttä ja paikallista muodonmuutoskykyä myös matalissa lämpötiloissa nostaen T₀ lämpötiloja. Kokonaisuutena erinomainen transitiolämpötilasitkeys vaatii efektiivisen karkearaekoon ja vetypitoisuuden minimointia.

Mental toughness has received extensive research attention in recent years because of its intuitive and theoretical association with successful performance. However, several significant omissions in understanding remained. This thesis aimed to address these gaps through various research approaches and methodologies, collectively resulting in a biopsychological perspective. The primary objectives were to provide a more holistic perspective of mental toughness and generate quantitative support for the various biological (2D:4D) cognitive-affective (self-structure), physiological (cortisol response) and behavioural (performance) differences that have been associated with the construct. The findings suggested that mental toughness is a multifaceted construct and manifests in several areas of human functioning; specifically, a particular cognitive-affective profile may underlie mental toughness (they possess a positive self-concept and a particular self-structuring style, namely integration). Furthermore, levels of cortisol during a competitive event (a physiological indicator of perceived stress levels) were significantly negatively related to mental toughness, suggesting that mentally tough individuals have a reduced perception of threat in competitive situations (giving support for the notion that they perceive competition or stress as a potential challenge for personal growth and improvement). An objective marker of mental toughness was also supported; specifically, 2D:4D ratio (indicative of prenatal testosterone levels) related significantly with scores on a mental toughness scale, giving support for the biological underpinning of the construct and an objective marker of mental toughness. Finally, two case examples are provided to demonstrate the usability of these important markers (cognitive, biological and physiological) in an applied context.

Large Area Maskless Photopolymerization (LAMP) is a disruptive additive manufacturing technology developed in the Direct Digital Manufacturing Laboratory at Georgia Tech. Due to polymerization shrinkage during the layer-by-layer curing process, stresses are accumulated that can give rise to cracks and delaminations along the interfaces between adjacent layers. The objective of this doctoral dissertation is to investigate the mechanisms of stress evolution and cracking/delamination during the LAMP manufacturing process through theoretical modeling and experimental characterization methods. The evolving conversion degree in a layer was characterized through Fourier Transform Infrared Spectroscopy and this leads to a so-called print-through curve. The polymerization shrinkage strain in each exposed layer was calculated on the basis of the theoretical relationship between the volumetric shrinkage and the degree of conversion. Furthermore, the material’s elastic modulus, which also evolves with the degree of conversion, was characterized by three-point bending tests. With the degree of conversion, cure-dependent modulus and shrinkage strain as the three primary inputs, finite element modeling was conducted to dynamically simulate the layer-by-layer manufacturing process and to predict the process-induced stresses. To investigate the fracture process, Mode I and Mode II interlaminar fracture toughness of the LAMP-built laminates was characterized, using the double cantilever beam (DCB) test and the end notched flexure (ENF) test, respectively. In order to predict the crack initiation and propagation occurring in a LAMP-built part, a mixed-mode cohesive element model was developed. The Mode I and Mode II cohesive parameters, which are used to describe the bilinear constitutive behavior of the cohesive elements, were determined by matching the numerical load-deflection curves to the experimental ones obtained from the DCB tests and the ENF tests, respectively. Using this model, the fracture of a hollow-cylinder part was analyzed and the simulation results were compared with experiments. Finally, several possible strategies for mitigating the shrinkage related defects were investigated. Reducing the overall polymerization shrinkage, optimizing the print-through curve and delaying the gel point of resin composite were demonstrated to be effective in reducing stresses and cracks.

As a preliminary starting point for the present study, physical and mechanical properties of polypropylene nanocomposites (PPNCs) for samples received from Queen's University Belfast have been evaluated. Subsequently, polymer/clay nanocomposite material has been produced at Bradford. Mixing and processing routes have been explored, and mechanical properties for the different compounded samples have been studied. Clay intercalation structure has received particular attention to support the ultimate objective of optimising tensile and fracture behaviour of isotropic and die-drawn PPNCs. Solid-state molecular orientation has been introduced to PPNCs by the die-drawing process. Tensile stress-strain measurements with video-extensometry and tensile fracture of double edge-notched tensile specimens have been used to evaluate the Young's modulus at three different strain rates and the total work of fracture toughness at three different notch lengths. The polymer composite was analyzed by differential scanning calorimetry, thermogravimetric analysis, polarizing optical microscopy, wide angle x-ray diffraction, and transmission electron microscopy. 3% and 5% clay systems at various compatibilizer (PPMA) loadings were prepared by three different mixing routes for the isotropic sheets, produced by compression moulding, and tensile bars, produced by injection moulding process. Die-drawn oriented tensile bars were drawn to draw ratio of 2, 3 and 4. The results from the Queen's University Belfast samples showed a decrement in tensile strength at yield. This might be explained by poor bonding, which refers to poor dispersion. Voids that can be supported by intercalated PP/clay phases might be responsible for improvement of elongation at break. The use of PPMA and an intensive mixing regime with a two-step master batch process overcame the compatibility issue and achieved around 40% and 50% increase in modulus for 3% and 5% clay systems respectively. This improvement of the two systems was reduced after drawing to around 15% and 25% compared with drawn PP. The work of fracture is increased either by adding nanoclay or by drawing to low draw ratio, or both. At moderate and high draw ratios, PPNCs may undergo either an increase in the size of microvoids at low clay loading or coalescence of microvoids at high clay loading, eventually leading to an earlier failure than with neat PP. The adoption of PPMA loading using an appropriate mixing route and clay loading can create a balance between the PPMA stiffness effect and the degree of bonding between clay particles and isotropic or oriented polymer molecules. Spherulites size, d-spacing of silicate layers, and nanoparticles distribution of intercalated microtactoids with possible semi-exfoliated particles have been suggested to optimize the final PPNCs property.