Cohesive law estimation of adhesive joints in mode II condition

The adhesive bonding technique enables both weight and complexity reduction in structures that require some joining technique to be used on account of fabrication/component shape issues. Because of this, adhesive bonding is also one of the main repair methods for metal and composite structures by the strap and scarf configurations. The availability of strength prediction techniques for adhesive joints is essential for their generalized application and it can rely on different approaches, such as mechanics of materials, conventional fracture mechanics or damage mechanics. These two last techniques depend on the measurement of the fracture toughness (GC) of materials. Within the framework of damage mechanics, a valid option is the use of Cohesive Zone Modelling (CZM) coupled with Finite Element (FE) analyses. In this work, CZM laws for adhesive joints considering three adhesives with varying ductility were estimated. The End-Notched Flexure (ENF) test geometry was selected based on overall test simplicity and results accuracy. The adhesives Araldite® AV138, Araldite® 2015 and Sikaforce® 7752 were studied between high-strength aluminium adherends. Estimation of the CZM laws was carried out by an inverse methodology based on a curve fitting procedure, which enabled a precise estimation of the adhesive joints’ behaviour. The work allowed to conclude that a unique set of shear fracture toughness (GIIC) and shear cohesive strength (ts0) exists for each specimen that accurately reproduces the adhesive layer’ behaviour. With this information, the accurate strength prediction of adhesive joints in shear is made possible by CZM.

Experimental and numerical approaches for structural assessment in new footbridge designs (SFRSCC–GFPR hybrid structure)

Within the civil engineering field, the use of the Finite Element Method has acquired a significant importance, since numerical simulations have been employed in a broad field, which encloses the design, analysis and prediction of the structural behaviour of constructions and infrastructures. Nevertheless, these mathematical simulations can only be useful if all the mechanical properties of the materials, boundary conditions and damages are properly modelled. Therefore, it is required not only experimental data (static and/or dynamic tests) to provide references parameters, but also robust calibration methods able to model damage or other special structural conditions. The present paper addresses the model calibration of a footbridge bridge tested with static loads and ambient vibrations. Damage assessment was also carried out based on a hybrid numerical procedure, which combines discrete damage functions with sets of piecewise linear damage functions. Results from the model calibration shows that the model reproduces with good accuracy the experimental behaviour of the bridge.

A FEM-based model to study the behaviour of corroded RC beams shear repaired by NSM CFRP rods technique

This paper presents the main features of finite element FE numerical model developed using the computer code FEMIX to predict the near-surface mounted NSM carbon-fiber-reinforced polymer CFRP rods shear repair contribution to corroded reinforced concrete RC beams. In the RC beams shear repaired with NSM technique, the Carbon Fibre Reinforced Polymer (CFRP) rods are placed inside pre-cut grooves onto the concrete cover of the RC beam’s lateral faces and are bonded to the concrete with high epoxy adhesive. Experimental and 3D numerical modelling results are presented in this paper in terms of load-deflection curves, and failure modes for 4 short corroded beams: two corroded beams (A1CL3-B and A1CL3-SB) and two control beams (A1T-B and A1T-SB), the beams noted with B were let repaired in bending only with NSM CFRP rods while the ones noted with SB were repaired in both bending and shear with NSM technique. The corrosion of the tensile steel bars and its effect on the shear capacity of the RC beams was discussed. Results showed that the FE model was able to capture the main aspects of the experimental load-deflection curves of the RC beams, moreover it has presented the experimental failure modes and FE numerical modelling crack patterns and both gave similar results for non-shear repaired beams which failed in diagonal tension mode of failure and for shear-repaired beams which failed due to large flexural crack at the middle of the beams along with the concrete crushing, three dimensional crack patterns were produced for shear-repaired beams in order to investigate the splitting cracks occurred at the middle of the beams and near the support.

Development of innovative hybrid sandwich panel slabs: Experimental results

The authors appreciate the collaboration of the following labs: Civitest for developing DHCC materials, PIEP for conducting VARTM process (Eng. Luis Oliveira) and Department of Civil Engineering of Minho University to perform the tests (Mr. Antonio Matos and Eng. Marco Jorge).

Experimental analysis of new interfaces for connections by adhesion, interlocking and friction.

The authors thank the federal agency CAPES and the Foundation for Research Support of the state of Sao Paulo, Brazil (FAPESP) for providing a PhD scholarship, and the University of Minho, in Portugal, for the international collaboration.

Embedded Through-Section shear strengthening technique using steel and CFRP bars in RC beams of different percentage of existing stirrups

The Embedded Through-Section (ETS) technique is a promising technique for the shear strengthening of existing (RC) elements. According to this technique, holes are drilled through the beam section, and bars of steel or FRP material are introduced into these holes and bonded to the concrete with adhesive materials. An experimental program was carried out with RC T-cross section beams strengthened in shear using the ETS steel bars and ETS CFRP rods. The research is focused on the evaluation of the ETS efficiency on beams with different percentage of existing internal transverse reinforcement (ρsw=0.0%, ρsw=0.1% and ρsw=0.17%). The effectiveness of different ETS strengthening configurations was also investigated. The good bond between the strengthening ETS bars and the surrounding concrete allowed the yield initiation of the ETS steel bars and the attainment of high tensile strains in the ETS CFPR rods, leading to significant increase of shear capacity, whose level was strongly influenced by the inclination of the ETS bars and the percentage of internal transverse reinforcement.

A FEM-based model to study the behaviour of corroded RC beams shear repaired by NSM CFRP rods technique

This paper presents the main features of finite element FE numerical model developed using the computer code FEMIX to predict the near-surface mounted NSM carbon-fiber-reinforced polymer CFRP rods shear repair contribution to corroded reinforced concrete RC beams. In the RC beams shear repaired with NSM technique, the Carbon Fibre Reinforced Polymer (CFRP) rods are placed inside pre-cut grooves onto the concrete cover of the RC beam’s lateral faces and are bonded to the concrete with high epoxy adhesive. Experimental and 3D numerical modelling results are presented in this paper in terms of load-deflection curves, failure modes and slip information of the tensile steel bars for 4 short corroded beams: two corroded beams (A1CL3-B and A1CL3-SB) and two control beams (A1T-B and A1T-SB), the beams noted with B were let repaired in bending only with NSM CFRP rods while the ones noted with SB were repaired in both bending and shear with NSM technique. The corrosion of the tensile steel bars and its effect on the shear capacity of the RC beams was discussed. Results showed that the FE model was able to capture the main aspects of the experimental load-deflection curves of the RC beams, moreover it has presented the experimental failure modes and FE numerical modelling crack patterns and both gave similar results for non-shear repaired beams which failed in diagonal tension mode of failure and for shear-repaired beams which failed due to large flexural crack at the middle of the beams along with the concrete crushing, three dimensional crack patterns were produced for shear-repaired beams in order to investigate the splitting cracks occurred at the middle of the beams and near the support.

Evaluation of the bond performance in FRP-brick components re-bonded after initial delamination

The bond behavior between Fiber Reinforced Polymers (FRPs) and masonry substrates has been the subject of many studies during the last years. Recent accelerated aging tests have shown that bond degradation and FRP delamination are likely to occur in FRP-strengthened masonry components under hygrothermal conditions. While an investigation on the possible methods to improve the durability of these systems is necessary, the applicability of different bond repair methods should also be studied. This paper aims at investigating the debonding mechanisms after repairing delaminated FRP-strengthened masonry components. FRP-strengthened brick specimens, after being delaminated, are repaired with two different adhesives: a conventional epoxy resin and a highly flexible polymer. The latter is used as an innovative adhesive in structural applications. The bond behavior in the repaired specimens is investigated by performing single-lap shear bond tests. Digital image correlation (DIC) is used for deeper investigation of the surface deformation and strains development. The effectiveness of the repair methods is discussed and compared with the strengthened specimens.

Size effects on the magnetoelectric response on PVDF/Vitrovac 4040 laminate composites

Tri-layered and bi-layered magnetoelectric (ME) flexible composite structures of varying geometries and sizes consisting on magnetostrictive Vitrovac and piezoelectric poly(vinylidene fluoride) (PVDF) layers were fabricated by direct bonding. From the ME measurements it was determined that tri-layered composites structures (magnetostrictive-piezoelectric-magnetostrictive type), show a higher ME response (75 V.cm-1.Oe-1) than the bi-layer structure (66 V.cm 1.Oe-1). The ME voltage coefficient decreased with increasing longitudinal size aspect ratio between PVDF and Vitrovac layers (from 1.1 to 4.3), being observed a maximum ME voltage coefficient of 66 V.cm-1.Oe-1. It was also observed that the composite with the lowest transversal aspect ratio between PVDF and Vitrovac layers resulted in better ME performance than the structures with higher transversal size aspect ratios. It was further determined an intimate relation between the Vitrovac PVDF Area Area ratio and the ME response of the composites. When such ratio values approach 1, the ME response is the largest. Additionally the ME output value and magnetic field response was controlled by changing the number of Vitrovac layers, which allows the development of magnetic sensors and energy harvesting devices.

Optimization of magnetoelectric composites based on electroactive polymers for energy harvesting and sensor application

Tese de Doutoramento em Engenharia de Materiais.

Avaliação experimental da utilização de conectores indentados em elementos mistos de aço e betão leve

Dissertação de mestrado integrado em Engenharia Civil

Perfeccionamiento de las metodologías docentes en la enseñanza de la construcción mixta en grado y postgrado en la Universidad Politécnica de Cataluña (UPC) y la Universidad de Camaguey (UC)

Estudio elaborado a partir de una estancia en la Universitat Polictecnica de Cataluña entre marzo i junio del 2007.El proyecto tiene como objetivo general el perfeccionamiento de las metodologías docentes en la enseñanza de la construcción mixta en grado y postgrado en la Universidad Politécnica de Cataluña (UPC) y la Universidad de Camagüey (UC), en correspondencia con la situación actual y perspectiva de la normativa europea, española y cubana. En el trabajo se realiza una valoración sobre programas experimentales en estructuras mixtas y sus resultados, así como su interrelación con la modelación numérica. Se evalúa la correspondencia entre las normativas europeas, española y cubana y se definen los aspectos específicos que deben ser perfeccionados o complementados en la normatividad vigente en Cuba, así como la estrategia general para acometerlo. Para caracterizar la enseñanza de la construcción mixta en la UPC y la UC, se parte de la valoración de información sobre asignaturas similares en un grupo seleccionado de universidades y sobre el contexto que sirve de marco al perfeccionamiento. Se realiza el diagnostico del sistema de objetivos, conocimientos y organización metodológica en los programas de grado y postgrado y se ofrecen recomendaciones generales para el perfeccionamiento de la enseñanza de la construcción mixta en la UPC y la UC. Finalmente, se realizan propuestas detalladas para ambas instituciones, para el perfeccionamiento de las metodologías docentes, con enfoques generales similares, respetando los criterios específicos y formatos de cada entorno. Se concibe un sistema integrado de actividades para cada asignatura, lográndose que, a pesar de las particularidades de cada contexto, el enfoque de trabajo sea coincidente en gran medida, lo que favorece la continuidad en las relaciones de colaboración entre ambas instituciones.

Komposiittipakkausrakenteen valmistustekninen selvitys

Diplomityö on tehty Exel Oyj:lle tuotekehityprojektina. Tarkoituksena on kehittää Exel Oyj:n valmistamaa komposiittipakkausrakennetta. Työssä on keskitytty valmistustekniseen selvitykseen komposiittirakenteen teollisen mittakaavan tuotannossa. Työssä selvitettiin erilaisten tuoterakenteiden valmistettavuutta sekä suoritettiin kyseisen tuotteen vaatimusprofiilin mukaisia testejä valituille rakennevaihtoehdoille. Pakkausrakenteelle asetettuja vaatimuksia ovat mm. kuljetusvaatimukset, jotka määräytyvät lähinnä NATO standardien pohjalta. Lisäksi tuotteelta vaaditaan tiettyä pitkäaikaiskestoa käsittelyn kannalta sekä soveltuvuutta vallitseviin ilmasto-olosuhteisiin. Vaatimusten mukaisia ominaisuuksia tutkittiin lisäksi mm. ballistisilla ja mekaanisilla testeillä sekä kaasuläpäisytesteillä. Testien pohjalta voidaan todeta, etteivät perinteisen alipaineinjektoidun komposiittituotteen ballistiset ominaisuudet ole riittävällä tasolla suojatuotetta ajatellen. Ballististen ja mekaanisten testien kesken havaittiin joitain yhtäläisyyksiä ja tämä vaikuttaa olevan nimenomaan mekaanisesti optimoidun komposiitin ominaisuus. DI-työn lopputuloksena on saatu selkeä kuva pakkausrakenteen materiaalivaihtoehtojen soveltuvuudesta kyseiselle tuotteelle. Lisäksi pakkausrakenteelle on ehdotettu neljä erilaista tuotesuunnitelmaan, niiden valmistustekniikat sekä lopputuotteen kustannusarviointi.

Kevyiden rakennemateriaalien soveltamismahdollisuudet metsäkoneissa

Asiakkaiden ympäristötietoisuus, metsäkoneille asetettavat korkeat vaatimukset ja kiristyvä kilpailu pakottavat metsäkoneiden valmistajat etsimään vaihtoehtoisia valmistusmateriaaleja, joita käyttämällä metsäkoneet kevenevät ja sitä kautta niiden ympäristökuormitukset ja käyttökustannukset alenevat ja kapasiteetti kasvaa. Metsäkoneiden rakenteiden keventämisessä alumiini on yksi varteenotettava vaihtoehto teräksen korvaajaksi, sillä alumiinin ominaisuus/paino -suhde on terästä parempi. Alumiinin käyttöä hitsatuissa rakenteissa ovat rajoittaneet sen korkea hinta ja melko huono väsymiskestävyys. Diplomityön tavoitteena on ollut selvittää mahdollisuuksia korvata metsäkoneiden rakenteista löytyviä teräksestä valmistettuja osia alumiinista valmistetuilla osilla. Diplomityön teoriaosassa on käsitelty rakenteiden keventämistä, metsäkoneille asetettavia vaatimuksia, alumiinien materiaaliominaisuuksia, alumiinirakenteiden valmistuksessa käytettäviä menetelmiä sekä alumiinirakenteiden suunnittelua. Lisäksi teoriaosassa on käsitelty komposiittien materiaaliominaisuuksia ja komposiittirakenteiden suunnittelua. Diplomityön kokeellisessa osassa on vertailtu nykyisiä rakennemateriaaleja ja alumiineja metsäkoneen eri osien rakennemateriaaleina osien vaatimusprofiileihin ja materiaalien ominaisuusprofiileihin perustuen. Vaatimusprofiilien perusteella on laadittu ominaisuusprofiilit alumiineille ja teräksille. Sovittamalla vaatimus- ja ominaisuusprofiilit yhteen arvoanalyysin avulla, metsäkoneista on etsitty mahdollisia kohteita, joissa nykyinen rakennemateriaali voitaisiin korvata alumiinilla. Tältä pohjalta metsäkoneista löytyi rakenteita, joissa alumiinin käyttö rakennemateriaalina teräksen sijaan olisi mahdollista. Diplomityö toimii hyvänä pohjana tutkittaessa mahdollisuuksia metsäkoneiden rakenteiden keventämiseksi.

Modelización constitutiva y computacional del daño y la fractura de materiales compuestos

En el trabajo se definen modelos constitutivos que permiten reproducir el proceso de fallo de estructuras de materiales compuestos en distintas escalas bajo cargas estáticas. Se define un modelo constitutivo para determinar la respuesta de estructuras de materiales compuestos mediante la teoría de laminados. El modelo es validado mediante un programa de ensayos experimentales con probetas con un agujero central geométricamente similares. Se muestra la capacidad del modelo de detectar el efecto tamaño. Se define un modelo constitutivo para materiales transversalmente isótropos bajo estados tridimensionales de tensión. El modelo se valida analizando numéricamente el proceso de agrietamiento de la matriz. Finalmente se desarrolla un modelo analítico para determinar el agrietamiento de la matriz y la delaminación entre las capas.