A nonlinear procedure for the analysis of RC beams

Abstract This work deals with the development of a computational method for the nonlinear analysis of reinforced concrete beams subjected to general loading and constraint conditions, able to catch crack formation and propagation. To this aim, a layered beam finite element is developed. The displacement field along beam axis and height is modelled through polynomial functions, whose number of terms is varied based on the complexity of the considered problem. The mechanical nonlinearity of the material is taken into account by implementing a smeared constitutive model for cracked reinforced concrete elements. The effectiveness of the proposed procedure, which can be applied to the analysis of both new and existing buildings, is proved through comparison with significant experimental data from technical literature, relative to both statically determinate and indeterminate beams

Transverse reinforcement optimization of a precast special roof element through an experimental and numerical procedure

The transverse behavior of a long span three-plate precast roof element is investigated by means of an experimental and numerical research. The performed study highlights that the failure mode of this folded-plate element is strongly influenced by the amount of transverse reinforcement in the wings. This latter is usually designed through simplified methods, which often lead to over-dimensioning in terms of steel welded mesh. To avoid excessive costs for the producers, transverse reinforcement optimization should be required. In this work, a non-linear FE modelling was applied for this purpose. The reliability of the followed numerical procedure was first verified by an initial type testing (i.e. experimental load test up to failure). The agreement between numerical and experimental results showed the efficiency of the model in simulating all the main sources of non-linearity related to both material behavior and element geometry. Numerical analyses were so used to perform a parametric study as a function of transverse reinforcement amount, aimed at determining a coefficient of “model inaccuracy”. This coefficient should be used as a correction factor for the element design in routine calculations based on beam theory

Vulnerability assessment of Italian Rationalist architecture: two case studies

The work is focused on the structural vulnerability assessment of two historical constructions, chosen as case-studies representative of a recurrent typology of Italian rationalist architecture, dating back to the Fascist period, often hosting public offices. Both examined buildings have similar dimensions and geometry, being characterised by five/six storeys and by an almost square plan with an inner courtyard, and are located in EmiliaRomagna, in zones of medium seismic hazard. The older building, dating back to the Thirties and located in Ravenna, has a mixed masonry-reinforced concrete structure, while the other one, built in the late forties and located in Parma, is characterised by an unreinforced masonry structure with some limited reinforced concrete elements. For the vulnerability assessment of the two buildings, a multi-disciplinary approach was followed, including the historical documents search concerning both the investigated buildings and the surrounding areas, the detailed geometrical and structural survey, the identification of materials, and in situ and laboratory tests to evaluate materials mechanical properties. These activities allowed reaching an adequate level of knowledge about the present conditions of the structures and their critical deficiencies. This knowledge path is not only necessary for the subsequent numerical analyses, but is also important as it allows targeting the repairing interventions, possibly reducing their final costs, in agreement with the “minimum intervention” approach for heritage buildings

EVALUATION OF CRACK WIDTH IN RC TIES THROUGH A NUMERICAL "RANGE" MODEL

The problem of cracking in reinforced concrete (RC) tensile members has been studied extensively in the past, not only for the analysis of tension zones, but also for understanding and modeling the behavior of beams in bending. Despite the large number of published studies, there is still no agreement on the relative importance of the most critical parameters influencing crack width and spacing (especially bond-slip and stress diffusion in concrete cover), as proved by the development of more than twenty different formulae available in technical literature [1]. Aim of this work is to investigate if a model based exclusively on bond-slip is able to predict correctly crack width and spacing or if the contribution of stress diffusion in concrete cover - which is included in several design Codes and in some numerical or analytical approaches – must be considered. To this purpose, a one-dimensional numerical model based on bond between steel and concrete is here developed for analyzing the behavior of RC tension ties, by also taking into account the influence of bond deterioration near crack surfaces. To consider the uncertainty of crack pattern evolution, the model provides a range of crack widths and spacing that, according to bond theory, are possible for a given load. The effectiveness of the proposed procedure is verified through comparisons with significant experimental results on RC tension members available in the technical literature [2-3], both in terms of global behavior and in terms of crack width and crack spacing evolution as loading increases. These comparisons prove that bond deterioration improves the results and that the proposed approach can be successfully adopted for design purposes, since it provides a correct estimate of maximum crack width. The obtained results are also compared with Codes provisions and the effectiveness of different approaches for predicting crack width is analyzed and discussed. References [1] Borosnyoi A, Balazs GL. Models for flexural cracking in concrete: the state of the art. Struct Concr, 2005; 6(2): 53-62. [2] Wu HQ, Gilbert RI. An experimental study of tension stiffening in reinforced concrete members under short-term and long-term loads. In: UNICIV Report No. R-449, 2008, The University of New South Wales, Sidney, Australia. [3] Gijsbers FBJ, Hehemann AA. Enige trekproven op gewapend beton (Some tensile tests on reinforced concrete). In: Report BI-77-61, 1977, TNO Inst for Building Mat and Struct, Delft, The Netherlands

Slow breathing and hypoxic challenge: cardiorespiratory consequences and their central neural substrates

Controlled slow breathing (at 6/min, a rate frequently adopted during yoga practice) can benefit cardiovascular function, including responses to hypoxia. We tested the neural substrates of cardiorespiratory control in humans during volitional controlled breathing and hypoxic challenge using functional magnetic resonance imaging (fMRI). Twenty healthy volunteers were scanned during paced (slow and normal rate) breathing and during spontaneous breathing of normoxic and hypoxic (13% inspired O2) air. Cardiovascular and respiratory measures were acquired concurrently, including beat-to-beat blood pressure from a subset of participants (N = 7). Slow breathing was associated with increased tidal ventilatory volume. Induced hypoxia raised heart rate and suppressed heart rate variability. Within the brain, slow breathing activated dorsal pons, periaqueductal grey matter, cerebellum, hypothalamus, thalamus and lateral and anterior insular cortices. Blocks of hypoxia activated mid pons, bilateral amygdalae, anterior insular and occipitotemporal cortices. Interaction between slow breathing and hypoxia was expressed in ventral striatal and frontal polar activity. Across conditions, within brainstem, dorsal medullary and pontine activity correlated with tidal volume and inversely with heart rate. Activity in rostroventral medulla correlated with beat-to-beat blood pressure and heart rate variability. Widespread insula and striatal activity tracked decreases in heart rate, while subregions of insular cortex correlated with momentary increases in tidal volume. Our findings define slow breathing effects on central and cardiovascular responses to hypoxic challenge. They highlight the recruitment of discrete brainstem nuclei to cardiorespiratory control, and the engagement of corticostriatal circuitry in support of physiological responses that accompany breathing regulation during hypoxic challenge

Molluschi bivalvi vivi ed echinodermi, tunicati e gasteropodi marini vivi

oai:ojs.riviste.unimi.it:article/529This issue contains: A short account of anatomy and physiology of bivalve molluscs, marine gastropods, echinoderms and tunicates.Economic importance of live bivalve molluscs .Bacterial and viral illness associated with consumption of live bivalve molluscs. Microbiological risk management.Marine biotoxins and chemical contaminants.Bivalve molluscs production.Harvesting of live bivalve molluscs and post harvest treatments.Packaging and labelling of live bivalve molluscs, echinoderms, tunicates and marine gastropodsReferences.Enclosure: identification sheets of the main commercial species of bivalve molluscs and marine gastropods.Monografia sui molluschi bivalvi, gasteropodi, echinodermi e tunicati; cenni di anatomia e fisiologia, importanza economica, problematiche sanitarie e normativa. Inoltre si tratta la visita ispettiva e le chiavi di riconoscimento di specie delle principali specie commercializzate

fracture toughness of fibre reinforced concrete determined by means of numerical analysis

Abstract As is well-known, the addition of fibres to concrete mix (Fibre Reinforced Concrete, FRC) produces a positive effect on cracking behaviour. In this work, the results of an experimental campaign on FRC specimens with randomly distributed micro-synthetic polypropylene fibrillated fibres are examined. The tests concern single-notched beams under three-point bending, where the fibre content varies. Such an experimental testing is numerically analysed through a non-linear finite element model, named 2D-PARC, where a proper constitutive law for fibre-reinforced concrete is implemented. The load-crack mouth opening displacement (CMOD) curves numerically obtained are employed to determine the critical stress-intensity factor (fracture toughness) for different values of fibre content, according to the two-parameter model. The comparison between such numerical results and those obtained by applying the two-parameter model to the experimental load-CMOD curves is performed

EcR-B1 and Usp nuclear hormone receptors regulate expression of the VM32E eggshell gene during Drosophila oogenesis

AbstractEcdysone signaling plays key roles in Drosophila oogenesis, as its activity is required at multiple steps during egg chamber maturation. Recently, its involvement has been reported on eggshell production by controlling chorion gene transcription and amplification. Here, we present evidence that ecdysone signaling also controls the expression of the eggshell gene VM32E, whose product is a component of vitelline membrane and endochorion layers. Specifically blocking the function of the different Ecdysone receptor (EcR) isoforms we demonstrate that EcR-B1 is responsible for ecdysone-mediated VM32E transcriptional regulation. Moreover, we show that the EcR partner Ultraspiracle (Usp) is also necessary for VM32E expression. By analyzing the activity of specific VM32E regulatory regions in usp2 clones we identify the promoter region mediating ecdysone-dependent VM32E expression. By in vitro binding assay and site-directed mutagenesis we demonstrate that this region contains a Usp binding site necessary for VM32E regulation.Our results further support the crucial role of ecdysone signaling in controlling transcription of eggshell structural genes and suggest that the heterodimeric complex EcR-B1/Usp mediates the ecdysone-dependent VM32E transcriptional activation in the main body follicle cells

Fracture behavior of concretes containing MSWI vitrified bottom ash

The incorporation of waste materials into concrete allows responding to some of the most significant issues of our society: waste management and climate change. Experimental studies carried out in last decades have shown that municipal solid waste incineration (MSWI) ash, and particularly bottom ash, which constitutes the major solid by-product of incineration process, can be adopted to produce building materials. However, several issues are related to the safety and the environmental impact of MSWI ash utilization for concrete production, mainly linked with the leaching of heavy metals and toxic organic components. To solve these problems, several treatments for MSWI ash can be adopted and, among them, in this work the attention was focused on vitrification technology, which enables to convert the ash in a glassy inert solid material. The aim of the present paper is to study the feasibility of developing a “green concrete” that incorporates vitrified MSWI bottom ash as partial cement replacement, so reducing the cement content and consequently the carbon dioxide emissions as well as the raw materials consumption related to its production. The vitrified MSWI bottom ash, ground at micrometer size, was inserted into the admixtures by considering two percentages of cement substitution (10% and 20% by weight of cement). The flexural behavior of concrete containing vitrified MSWI ash was investigated through three-point bending tests under crack mouth opening displacement control. The crack path evolution was further explored by adopting the Digital Image Correlation technique. By analyzing the obtained results, it can be concluded that the use into concrete of vitrified MSWI bottom ash as cement replacement up to a percentage of 20% by weight of cement, allows reaching comparable flexural resistances with respect to the reference concrete. So, the proposed approach can represent a viable solution for the development of environmental-friendly concretes able to reduce the environmental impact of the concrete industry, which is mostly related to cement production, as known

Mechanical characterization of different biochar-based cement composites

Abstract The attention on the use of raw materials, the energy consumption as well as carbon dioxide production of cement factories are boosting the experimentation on innovative and sustainable materials in concrete technology. In recent years, biochar has become an emblematic material with a thousand facets. Mainly investigated up to now as amending in the agricultural field, biochar can be explored as a building material due to its innumerable properties. Indeed, several applications have been studied to use it as a filler to modify the nanogranular nature of the cement matrix, or as a substitute for clinker, aggregates and clay, reducing the carbon footprint and the emissions of greenhouse gases linked to the production processes of cementitious materials. In this paper, nano/micro-particles of biochar, the solid by-product from the gasification process of biomass derived from wood waste, has been used in different cement composites aiming at determining the optimal percentage of addition while trying to guarantee an improvement of mechanical properties. The results showed that an optimized percentage of biochar nano/micro-particles can increase the strength and toughness of the composites