Tension-Softening Properties for Concrete-Concrete Interfaces

The tension-softening parameters for different concrete-concrete interfaces are determined using the bimaterial cracked hinge model. Beams of different sizes having a jointed interface between two different strengths of concrete are tested under three-point bending (TPB). The load versus crack mouth opening displacement (CMOD) results are used to obtain the stress-crack opening relation through an inverse analysis. In addition, the fracture energy, tensile strength, and modulus of elasticity are also computed from the inverse analysis. The fracture properties are used in the nonlinear fracture mechanics analysis of a concrete patch-repaired beam to determine its load-carrying capacity when repaired with concrete of different strengths.

Fracture Analysis of High strength and Ultra high strength Concrete beams by using Finite Element Method

This paper presents the details of nonlinear finite element analysis (FEA) of three point bending specimens made up of high strength concrete (HSC, HSC1) and ultra high strength concrete (UHSC). Brief details about characterization and experimentation of HSC, HSC1 and UHSC have been provided. Cracking strength criterion has been used for simulation of crack propagation by conducting nonlinear FEA. The description about FEA using crack strength criterion has been outlined. Bi-linear tension softening relation has been used for modeling the cohesive stresses ahead of the crack tip. Numerical studies have been carried out on fracture analysis of three point bending specimens. It is observed from the studies that the computed values from FEA are in very good agreement with the corresponding experimental values. The computed values of stress vs crack width will be useful for evaluation of fracture energy, crack tip opening displacement and fracture toughness. Further, these values can also be used for crack growth study, remaining life assessment and residual strength evaluation of concrete structural components.

Crack stability in edge-notched clamped beam specimens: modeling and experiments

Stability of a fracture toughness testing geometry is important to determine the crack trajectory and R-curve behavior of the specimen. Few configurations provide for inherent geometric stability, especially when the specimen being tested is brittle. We propose a new geometrical construction called the single edge notched clamped bend specimen (SENCB), a modified form of three point bending, yielding stable cracking under load control. It is shown to be particularly suitable for small-scale structures which cannot be made free-standing, (e.g., thin films, coatings). The SENCB is elastically clamped at the two ends to its parent material. A notch is inserted at the bottom center and loaded in bending, to fracture. Numerical simulations are carried out through extended finite element method to derive the geometrical factor f(a/W) and for different beam dimensions. Experimental corroborations of the FEM results are carried out on both micro-scale and macro-scale brittle specimens. A plot of vs a/W, is shown to rise initially and fall off, beyond a critical a/W ratio. The difference between conventional SENB and SENCB is highlighted in terms of and FEM simulated stress contours across the beam cross-section. The `s of bulk NiAl and Si determined experimentally are shown to match closely with literature values. Crack stability and R-curve effect is demonstrated in a PtNiAl bond coat sample and compared with predicted crack trajectories from the simulations. The stability of SENCB is shown for a critical range of a/W ratios, proving that it can be used to get controlled crack growth even in brittle samples under load control.

Fiber Bragg Grating Sensor Package for Submicron Level Displacement Measurements

In this article, the design and development of a Fiber Bragg Grating (FBG) based displacement sensor package for submicron level displacement measurements are presented. A linear shift of 12.12 nm in Bragg wavelength of the FBG sensor is obtained for a displacement of 6 mm with a calibration factor of 0.495 mu m/pm. Field trials have also been conducted by comparing the FBG displacement sensor package against a conventional dial gauge, on a five block masonry prism specimen loaded using three-point bending technique. The responses from both the sensors are in good agreement, up to the failure of the masonry prism. Furthermore, from the real-time displacement data recorded using FBG, it is possible to detect the time at which early creaks generated inside the body of the specimen which then prorogate to the surface to develop visible surface cracks; the respective load from the load cell can be obtained from the inflection (stress release point) in the displacement curve. Thus the developed FBG displacement sensor package can be used to detect failures in structures much earlier and to provide an adequate time to exercise necessary action, thereby avoiding the possible disaster.

Application of laser cladding technology to improve the interface of thermal barrier coatings

The present study is focused on improvement of the adhesion properties of the interface between plasma-sprayed coatings and substrates by laser cladding technology (LCT), Within the laser-clad layer there is a gradient distribution in chemical composition and mechanical properties that has been confirmed by SEM observation and microhardness measurement. The residual stress due to mismatches in thermal and mechanical properties between coatings and substrates can be markedly reduced and smoothed out. To examine the changes of microstructure and crack propagation in the coating and interface during loading, the three-point bending test has been carried out in SEM with a loading device. Analysis of the distribution of shear stress near the interface under loading has been made using the FEM code ANSYS, The experimental results show clearly that the interface adhesion can be improved with LCT pretreatment, and the capability of the interface to withstand the shear stress as well as to resist microcracking has been enhanced.

The concentration-jump coefficient in a rarefied binary gas-mixture

The results presented are obtained from sound velocity measurements, uniaxial compression tests, Brazilian tests and three-point bending tests. The density of microcracks in the heated rock is studied by means of optical microscopy, SEM and differential strain analysis (DSA).

氢对锆基块体非晶合金形变和开裂的影响

通过充氢和未充氢缺口拉伸试样和三点弯曲试样在SEM下的原位加载,研究了氢对Zr65Al7.5Ni10Cu17．5块体非晶合金形变和开裂过程的影响．结果表明,无论是否有氢,块体非晶的剪切带发展到临界尺寸,剪切裂纹就沿剪切带形核、扩展,它一旦张开就导致快速的断裂．断口边缘观察到的无特征区是剪切带,而不是剪切裂纹断口;剪切断口形貌和拉伸断口形貌没有本质区别．只有当长时间充氢才能形成氢鼓泡,如鼓泡很小或尚未形成,则氢对剪切带以及裂纹的形核、扩展没有明显影响;如存在较大的氢鼓泡,则当剪切带尚未充分发展时微裂纹就形核,导致低应力脆断．

Study on fatigue crack nucleation of electrodeposited nanocrystalline nickel

The mechanism of fatigue crack nucleation for nanocrystalline (nc) nickel was experimentally investigated in this paper. The samples of electrodeposited ne nickel were loaded cyclically by using a three point bending instrument at first. Then, atomic force microscopy (AFM) was used to scanning the sample surface after fatigue testing. The results indicated that, after fatigue testing, there are vortex-like cells with an average size of 108nm appeared along the crack on nc nickel sample. And, the roughness of sample surface increased with the maximum stress at the surface.

Influência da variação da intensidade de luz, para uma mesma exposição radiante, no comportamento mecânico de uma resina convencional e de uma resina de baixa contração

O presente estudo teve como objetivo avaliar a influência da variação da intensidade de luz, para uma mesma exposição radiante, na resistência à flexão, na microdureza e na resistência à tração diametral de uma resina convencional e de uma resina de baixa contração. Para a confecção dos corpos de prova foram utilizadas as resinas Filtek Z250 (3M ESPE) e Filtek P90 LS (3M ESPE) fotoativadas por meio dos seguintes protocolos: Convencional (400mW/cm por 60 s), Média intensidade (700mW/cm por 34 s) e Alta intensidade (950mW/cm por 26 s). Todos os corpos de prova receberam a mesma exposição radiante de 24J/cm. A resistência à flexão foi avaliada por meio do ensaio de flexão três pontos. Para este ensaio foram confeccionados trinta corpos de prova de cada material (n=10) com dimensões de 10mm x 2mm x 1mm. A avaliação da microdureza Knoop foi obtida a partir de seis discos de cada resina com 5mm de diâmetro por 2mm de espessura (n=2), sendo realizadas cinco indentações em cada espécime. Trinta corpos de prova cílindricos de cada compósito (n=10) com 3mm de diâmetro por 6mm de altura foram confeccionados para a realização do teste de tração diametral. A análise estatística dos resultados obtidos foi realizada por meio do teste de análise de variância (ANOVA) e do teste de múltiplas comparações de Tukey (p < 0.05). A resistência à flexão da resina P90 não foi influenciada de forma significativa pelas diferentes formas de ativação, enquanto a Z250 obteve resultados significantemente maiores para o protocolo de alta intensidade em relação ao convencional. Em todas as intensidades de luz, os resultados da Z250 foram significativamente maiores que os da P90. A microdureza da resina P90 foi estatisticamente maior para o grupo de média intensidade em relação aos outros, já a Z250 não obteve resultados com diferença estatística em relação às formas de ativação. Para a mesma irradiância, a Z250 obteve maiores valores de microdureza do que a P90, com exceção para o protocolo de média intensidade em que não houve diferença estatística entre os materiais. Os valores de resistência à tração não foram influenciados de forma significativa nem pelas diferentes intensidades de luz, nem pelos materiais utilizados. A influência da variação da intensidade de luz depende do tipo de compósito utilizado e da propriedade mecânica avaliada.

Influência de propriedades físico químicas dos materiais resinosos e da técnica de inserção na adaptação marginal de restaurações classe II

A contração de polimerização das resinas compostas é uma característica indesejável que compromete a integridade da interface dente/restauração. O objetivo deste estudo foi avaliar in vitro a influência de diferentes materiais usados em restaurações classe II de resina composta, quanto ao grau de conversão, tensão de contração, resistência a flexão, módulo de elasticidade e formação de fenda marginal. Foram realizados preparos classe II com dimensões de 4x4x2mm em terceiros molares recém-extraídos para a avaliação da formação de fenda marginal. As cavidades foram niveladas com cimento de ionômero de vidro Riva Light Cure (SDI) (CIV), resina de baixa contração SureFilSDR (Dentsply) (SDR), resina flow FiltekZ350Flow (3M/ESPE) (Z350F) e resina composta FiltekP90 (3M/ESPE) (P90). As restaurações (n=3) foram avaliadas com lupa estereoscópica. A resistência a flexão foi avaliada por meio de ensaio de flexão em três pontos. Para este ensaio foram confeccionados dez corpos de prova (n=10) de cada material com dimensões de 10x2x1mm. Para o teste de tensão de contração foram utilizados cilindros de polimetacrilato com 5 mm de diâmetro e 13 ou 28mm de comprimento. Os bastões foram fixados na EMIC com um espaço de 2mm entre eles, onde os materiais foram inseridos. Foram realizadas cinco repetições para cada grupo (n=5) e a tensão proveniente da contração foi medida por até 10 minutos após o início da fotopolimerização. O Grau de Conversão (GC) foi determinado por espectroscopia no infravermelho com transformada de Fourier (FTIR). Os resultados foram tratados estatisticamente por análise de variância (ANOVA) e Teste de Tukey (p<0,05). Fenda marginal: Z350F = CIV > SDR = P90. Tensão de contração: Z350F > SDR > CIV = P90. Resistência a flexão: P90 > SDR = Z350F > CIV. Módulo de Elasticidade: P90 > CIV = SDR = Z350F. GC: Z350F = SDR > P90 > CIV. Conclusões: existe correlação entre a formação de fenda marginal e as propriedades físico químicas dos materiais testados, sendo as resinas de baixa contração que proporcionaram melhor adaptação marginal; existe correlação entre resistência a flexão, módulo de elasticidade, tensão de contração e a composição dos materiais, já que os compósitos com melhores resultados foram os que apresentaram os maiores percentuais de carga, no entanto, maior grau de conversão não representou melhores propriedades mecânicas.

Physical properties of a hybrid and a nanohybrid dental light-cured resin composite.

This work was aimed at the study of some physical properties of two current light-cured dental resin composites, Rok (hybrid) and Ice (nanohydrid). As filler they both contain strontium aluminosilicate particles, however, with different size distribution, 40 nm-2.5 mum for Rok and 10 nm-1 mum for Ice. The resin matrix of Rok consists of UDMA, that of Ice of UDMA, Bis-EMA and TEGDMA. Degree of conversion was determined by FT-IR analysis. The flexural strength and modulus were measured using a three-point bending set-up according to the ISO-4049 specification. Sorption, solubility and volumetric change were measured after storage of composites in water or ethanol/water (75 vol%) for 1 day, 7 or 30 days. Thermogravimetric analysis was performed in air and nitrogen atmosphere from 30 to 700 degrees C. Surface roughness and morphology of the composites was studied by atomic force microscopy (AFM). The degree of conversion was found to be 56.9% for Rok and 61.0% for Ice. The flexural strength of Rok does not significantly differ from that of Ice, while the flexural modulus of Rok is higher than that of Ice. The flexural strengths of Rok and Ice did not show any significant change after immersion in water or ethanol solution for 30 days. The flexural modulus of Rok and Ice did not show any significant change either after immersion in water for 30 days, while it decreased significantly, even after 1 day immersion, in ethanol solution. Ice sorbed a higher amount of water and ethanol solution than Rok and showed a higher volume increase. Thermogravimetric analysis showed that Rok contains about 80 wt% inorganic filler and Ice about 75 wt%.

Shear transformation zone volume determining ductile–brittle transition of bulk metallic glasses

Three-point bending experiments were performed on as-cast and annealed samples of Zr52.5Cu17.9Ni14.6Al10Ti5 (Vit105) bulk metallic glasses over a wide range of temperatures varying from room temperature (293 K) to liquid nitrogen temperature (77 K). The results demonstrated that the free volume decrease due to annealing and/or cryogenic temperature can reduce the propensity for the formation of multiple shear bands and hence deteriorate plastic deformation ability. We clearly observed a sharp ductile-to-brittle transition (DBT), across which microscopic fracture feature transfers from micro-scale vein patterns to nano-scale periodic corrugations. Macroscopically, the corresponding fracture mode changes from ductile shear fracture to brittle tensile fracture. The shear transformation zone volume, taking into account free volume, temperature and strain rate, is proposed to quantitatively characterize the DBT behavior in fracture of metallic glasses.

MECHANICAL-PROPERTIES OF PHENOLPHTHALEIN POLYETHER KETONE - YIELD STRESS, YOUNGS MODULUS, AND FRACTURE-TOUGHNESS

A series of tensile and three-point bending studies was conducted at various temperatures and loading rates using phenolphthalein polyether ketone (PEK-C). Yield stress, Young's modulus, fracture toughness, and crack opening displacement data were obtained for various conditions. In general, both yield stress and Young's modulus increase with decreasing temperature. However, the relationships between fracture toughness, loading rate, and temperature are very complex. This behavior is due to the simultaneous intersection of viscoelasticity and localized plastic deformation. The increased yield stress is the main factor contributing to the reduction in fracture toughness and crack opening displacement. The relationship between fracture toughness and yield stress are discussed. (C) 1995 John Wiley and Sons, Inc.

Postbuckling behaviour of a blade-stiffened composite panel loaded in uniaxial compression

The postbuckling behaviour of a panel with blade-stiffeners incorporating tapered flanges was experimentally investigated. A new failure mechanism was identified for this particular type of stiffener. Failure was initiated by mid-plane delamination at the free edge of the postbuckled stiffener web at a node-line. This was consistent with an interlaminar shear stress failure and was calculated from strain gauge measurements using an approximate analysis based on lamination theory and incorporating edge effects. The critical shear stress was found to agree well with the shear strength obtained from a three-point bending test of the web laminate. 

Multibody modelling of gabion beams for impact applications

Gabions are stone-filled wire containers which are frequently used as retaining walls. However, due to their high mass, relatively low cost and visual appeal, a row of single gabion blocks, joined at the ends, has the potential to be used as a roadside impact absorption device where traditional steel or concrete devices may not be suitable. To evaluate such application, the shear and bending deformation of gabions under vehicle impact need to be investigated. In this paper, the shear response of a single gabion block is analytically modelled and a gabion beam multibody model is developed using a discretisation method to capture the deformability of the gabion structure. The material properties of the gabion beam are adopted from experimental values available in the literature and the modelling is statically validated over a three-point bending test and a distributed loading test. The results show that the discretised multibody modelling can be effectively used to describe the static deformation behaviour of gabion blocks.