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.

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.

Transfer zone of prestressed CFRP reinforcement applied according to NSM technique for strengthening of RC structures

This study presents an experimental program to assess the tensile strain distribution along prestressed carbon fiber reinforced polymer (CFRP) reinforcement flexurally applied on the tensile surface of RC beams according to near surface mounted (NSM) technique. Moreover, the current study aims to propose an analytical formulation, with a design framework, for the prediction of distribution of CFRP tensile strain and bond shear stress and, additionally, the prestress transfer length. After demonstration the good predictive performance of the proposed analytical approach, parametric studies were carried out to analytically evaluate the influence of the main material properties, and CFRP and groove cross section on the distribution of the CFRP tensile strain and bond shear stress, and on the prestress transfer length. The proposed analytical approach can also predict the evolution of the prestress transfer length during the curing time of the adhesive by considering the variation of its elasticity modulus during this period.

Application of acoustic emission technique for bond characterization in FRP-masonry systems

The acoustic emission (AE) technique is used for investigating the interfacial fracture and damage propagation in GFRP-and SRG-strengthened bricks during debonding tests. The bond behavior is investigated through single-lap shear bond tests and the fracture progress during the tests is recorded by means of AE sensors. The fracture progress and active debonding mechanisms are characterized in both specimen types with the aim of AE outputs. Moreover, a clear distinction between the AE outputs of specimens with different failure modes, in both SRG-and GFRP-strengthened specimens, is found which allows characterizing the debonding failure mode based on acoustic emission data.

Application of near surface mounted (NSM) strengthening technique to traditional timber frame walls

Timber frame buildings are well known as an efficient seismic resistant structure popular all over the world not only due to their seismic performance, but also to their low cost and the strength they offer. These constructions still exist today and it is important to be able to preserve them, so a better knowledge on their behaviour is sought. Furthermore, historic technologies could be used even in modern constructions to build seismic resistant buildings using more natural materials with lesser costs. A great rehabilitation effort is being carried out on this type of buildings, as their neglect has led to decay or their change in use and alterations to the structure has led to the need to retrofit such buildings; only recently studies on their behaviour have become available and only a few of them address the issue of possible strengthening techniques for this kind of walls. In this scope, an innovative retrofitting technique (near surface mounted steel flat bars) is proposed and validated on traditional timber frame walls based on an extensive experimental program. The results of the static cyclic tests on distinct wall typologies retrofitted with the NSM technique are herein presented and discussed in detail. The main features on deformation, lateral stiffness, lateral resistance and seismic performance indexes are analysed

A spectrum-driven damage Identification technique : application and validation through the numerical simulation of the Z24 Bridge

The present paper focuses on a damage identification method based on the use of the second order spectral properties of the nodal response processes. The explicit dependence on the frequency content of the outputs power spectral densities makes them suitable for damage detection and localization. The well-known case study of the Z24 Bridge in Switzerland is chosen to apply and further investigate this technique with the aim of validating its reliability. Numerical simulations of the dynamic response of the structure subjected to different types of excitation are carried out to assess the variability of the spectrum-driven method with respect to both type and position of the excitation sources. The simulated data obtained from random vibrations, impulse, ramp and shaking forces, allowed to build the power spectrum matrix from which the main eigenparameters of reference and damage scenarios are extracted. Afterwards, complex eigenvectors and real eigenvalues are properly weighed and combined and a damage index based on the difference between spectral modes is computed to pinpoint the damage. Finally, a group of vibration-based damage identification methods are selected from the literature to compare the results obtained and to evaluate the performance of the spectral index.

Innovative methodologies for the enhancement of the flexural strengthening performance of NSM CFRP technique for RC beams

Tese de Doutoramento em Engenharia Civil

Microstructure and mechanical properties of carbon nanotube reinforced cementitious composites developed using a novel dispersion technique

The authors also acknowledge Centre for Textile Science and Technology (University of Minho) and FIBRENAMICS PLATFORMfor providing required conditions for this research. Sincere thanks are also due to Mr. Pedro Samuel Leite and Mr. Carlos Jesus for their kind help in sample preparation and testing.

Layer-by-layer technique to developing functional nanolaminate films with antifungal activity

The layer-by-layer (LbL) deposition method was used to build up alternating layers (five) of different polyelectrolyte solutions (alginate, zein-carvacrol nanocapsules, chitosan and chitosan-carvacrol emulsions) on an aminolysed/charged polyethylene terephthalate (A/C PET) film. These nanolaminated films were characterised by contact angle measurements and through the determination of water vapour (WVTR) and oxygen (O2TR) transmission rates. The effect of active nanolaminated films against the Alternaria sp. and Rhizopus stolonifer was also evaluated. This procedure allowed developing optically transparent nanolaminated films with tuneable water vapour and gas properties and antifungal activity. The water and oxygen transmission rate values for the multilayer films were lower than those previously reported for the neat alginate or chitosan films. The presence of carvacrol and zein nanocapsules significantly decreased the water transmission rate (up to 40 %) of the nanolaminated films. However, the O2TR behaved differently and was only improved (up to 45 %) when carvacrol was encapsulated, i.e. nanolaminated films prepared by alternating alginate with nanocapsules of zein-carvacrol layers showed better oxygen barrier properties than those prepared as an emulsion of chitosan and carvacrol. These films containing zein-carvacrol nanocapsules also showed the highest antifungal activity (30 %), which did not significantly differ from those obtained with the highest amount of carvacrol, probably due to the controlled release of the active agent (carvacrol) from the zein-carvacrol nanocapsules. Thus, this work shows that nanolaminated films prepared with alternating layers of alginate and zein-carvacrol nanocapsules can be considered to improve the shelf-life of foodstuffs.

Fontan Operation and the Cavopulmonary Technique: Immediate and Late Results According to the Presence of Atrial Fenestration

OBJECTIVE: To compare immediate and late results in patients with or without fenestration who underwent cavopulmonary anastomosis so that we could assess the efficiency of the technique. METHODS: Sixty-two patients underwent surgery between 1988 and 1999, 41 with fenestration (group I -G I) and 21 without fenestration (group II -G II). Tricuspid atresia was prevalent in group I (23-56%) and single ventricle was prevalent in group II (14-66%). Mean ages at the time of operation were 7.3 years in group I and 7.6 in group II. At late follow-up, mean ages were 10.6 years in group I and 12.8 years in group II. RESULTS: Immediate and late mortality were 7.3% in G-I and 4.7% in G-II. Significant pleural effusion occurred in 41.4% of G-I patients and in 23.8% of G-II patients. Significant pericardial effusion occurred in 29.2% and 14.2%, respectively, in groups I and II. Central venous pressure was greater in G-II, 17.7 cm in H2O, as opposed to 15 cm in G-I. Hospital stay was similar between the groups, 26.3 and 21.8 days, respectively. Cyanosis and arterial insaturation occurred in 5 patients, and 4 patients were in functional class II, all from G-I. At late follow-up, 58 (93.5%) were in functional class I. Sinus rhythm was present in 94%, and pulmonary perfusion was similar in both groups. Eleven patients who underwent spirometry had good tolerance to physical effort. CONCLUSION: Atrial fenestration did not improve the immediate or late follow-up of patients who underwent cavopulmonary anastomosis, and is, therefore, dispensable.

Using one-year claim development to chose a large claim reserving technique

Mestrado em Ciências Actuariais

Los objetos técnicos y los organismos tecnificados. Reflexiones filosóficas, estéticas y políticas sobre la técnica. Technical objects and technified organisms. Philosophical, aesthetical and political approaches on technique

El presente proyecto se propone como parte inicial de una investigación sobre la relación entre naturaleza/cultura/técnica. Tradicionalmente la naturaleza y la cultura se han considerado como ámbitos diferenciados y opuestos. Y es en esta distinción donde la técnica adquiere un lugar central. El pensamiento occidental sobre la técnica ha recibido diversas interpretaciones: desde una subordinación con respecto al conocimiento verdadero (episteme) en la filosofía clásica, un optimismo sobre la técnica como posibilidad de dominación de la naturaleza en el Renacimiento y la Ilustración, y la ambigüedad y desasosiego romántico (Mitcham, 1979). Durante el siglo XX se distinguen dos posiciones antagónicas sobre la técnica. Por un lado, una actitud “crítica” donde pueden identificarse los trabajos de filósofs de diferentes tradiciones como Ortega y Gasset (1939), Heidegger (1954), Mumford (1971) Ellul (1960) y la Escuela de Frankfurt. Por otro lado, una filosofía de la técnica “ingenieril” que consiste en el análisis de la tecnología como un paradigma de pensamiento y acción humana. Esta dicotomía ha sido interpretada por Eco como “apocalípticos e integrados”. Más allá de las mencionadas diferencias, lo que tienen en común ambas posiciones es que parten de una dicotomía entre cultura y naturaleza. Nuestra perspectiva rechaza esta dicotomía, por el contrario, evidenciamos una creciente imbricación entre ambas donde las fronteras entre una y otra se hacen difusas. La noción de “objeto técnico” propuesta por Simondon (2007) hace referencia a la inserción del objeto técnico en la cultura, donde debe reconocerse la “realidad humana” presente en el mismo. Ahora bien, esto no significa “humanizar el objeto técnico”, sino más bien indagar sobre el lugar que este ocupa en la cultura como también establecer su relación con la naturaleza. En el siglo XVII el hombre mismo es reinterpretado como máquina (La Mettrie, 2000). En la actualidad pueden identificarse dos tendencias en la concepción de la técnica: los «humanos-máquinas» y las «máquinas-humanas», en otras palabras, la disposición del humano hacia la máquina y la tendencia de la máquina hacia lo humano. No obstante, ambas posiciones siguen manteniendo una distinción taxonómica entre el cuerpo –o lo orgánico- y lo maquínico, lo que implica una consideración de esta relación de manera extrínseca. Frente a esta tensión Haraway propone el concepto de cyborg: «un organismo cibernético» (1995). Los desarrollos tecnológicos han producido una modificación tal en la vida de los seres orgánicos en los cuales ya no puede concebirse su cuerpo independientemente de la tecnología. Esto conduce a replantear la distinción entre “animales/hombres/máquinas”, entendiendo a los mismos como expresiones de naturaleza, cultura y tecnología respectivamente. Nuestra investigación parte de la hipótesis que la técnica diluye diferencias de orden natural y cultural a través de los objetos técnicos que son productos culturales. La estética se ocupa de la percepción sensible del mundo no puede eludir su dimensión técnica. Al margen de la crítica a la “Industria cultural” consideramos relevante la aproximación de Benjamin al problema de la técnica porque aborda la imbricación antes mencionada en el campo de la percepción. Según Benjamin la irrupción de la técnica al mismo tiempo que posibilita una estetización de la política que confluye en el fascismo como punto extremo también abre la posibilidad de desmontar la ideología del progreso infinito (1967). Una integración entre aproximaciones estéticas y políticas a la técnica Flusser (1983) propone la “caja negra” como metáfora de la técnica contemporánea. Su propuesta es la “apertura de la caja negra” que consiste en tomar conocimiento del funcionamiento del dispositivo. Nuestra propuesta de investigación aborda la técnica desde una consideración filosófica/estética/política, donde redefiniremos la técnica partiendo de la imbricación entre cultura y naturaleza. This project will set the basis for a sustained research on the relation nature/culture/technique. They have been traditionally considered as separate and even opposite fields. And it is on the brink of this distinction where technique plays a central role. In Western thought technique has received many interpretations since the beginnings of philosophy: from a subordination to true knowledge (episteme) in classic philosophy, or the optimism which sees in technique the possibility of dominating nature in the Renaissance and in the Enlightenment, to the Romantic ambiguity and uneasiness towards technological change (Mitcham, 1979). During the twentieth century two opposed approach on technique prevail. On one hand, a “critical” attitude such defines the work of philosophers of different traditions such as Ortega y Gasset (1939), Heidegger (1954), Mumford (1971) Ellul (1960) and the Frankfurt School. On the other hand there is an “engineering” philosophy of technique that consists in the analisis of technology as a paradigm to understand human action and thought. Besides their differences, both positions have in common a dichotomy between nature and culture. We reject such dichotomy. On the contrary we consider there is a growing intertwinement between both which blurs the borders of the concepts. Simondon’s notion of “technical object” refers to the insertion of the technique in culture where the “human reality” in it must be recognised. This does not imply “humanising the technical object”, but investigate on the role it plays on culture and establishing its relation to nature. To articulate this relation we will work with unorthodox approaches on technique such as Benjamin (1967), Flusser (1983) and others. The hypothesis of our project is that the traditional distinction of “animal/man/machine” must be re-thought, therefore raising the question on the blurring line between nature, culture and technique and its effects in philosophy, politics and aesthetics.