Millora d'un motor monocilíndric de 4T

En el nostre treball final de carrera tindrem com objecte la millora de les prestacions d’un motor de 4T per a una motocicleta d’enduro. L’augment de potència s’aconseguirà des de diferents perspectives, variant el sistema d’admissió, el canvi de la distribució de les vàlvules de la culata o variant la lubrificació del pistó. Per realitzar l’objecte d’aquest treball utilitzarem com a base de l’estudi el motor de 4T de la FSE 450 del 2004 de GASGAS Motos SA. El motor de 4T utilitzat està orientat cap a una utilització d’enduro, per tant amb unes característiques de parell determinades. Partirem de l’anàlisi d’un motor amb sistema d’admissió per depressió (carburador convencional) idesprés instal·larem el sistema d’injecció indirecta monopunt. La millora també afectarà a l’estil de conducció de la motocicleta, per tant comentarem els resultats obtinguts des de dues perspectives: d’una conducció estàndard i una d’esportiva

Disseny i fabricació del frontal d'un monoplaça de competició en fibra de carboni

El projecte estudia la industrialització d’una peça de material compòsit per a un vehicle de competició tenint en compte consideracions de resistència estructural i, en especial, el posterior procés de fabricació. S’ha escollit el frontal d’un monoplaça de competició per estudiar-ne el procés d’industrialització utilitzant una sèrie de programes per fer les simulacions pertinents a partir d’un model informàtic 3D del frontal i de l’aleró que va fixat a la part inferior del frontal

Industrialització i fabricació d'una carrosseria d'un vehicle de baix consum

El projecte es desenvolupa amb la intenció de millorar ell cotxe queparticipa, en nom de la Universitat de Girona, a la shell eco-marathon en lacategoria de prototips i amb gasolina com a combustible.El motiu principal que ha donat peu a aquest projecte és la realització d’unestudi aerodinàmic que ha desembocat en un disseny totalment nou de lageometria de la carrosseria. Aquest estudi i el disseny aerodinàmic de lacarrosseria obtingut es pot consultar al projecte titulat “Disseny i estudi del’aerodinàmica del vehicle àliga” de l’autor Albert Marron

Estructures reticulars metàl·liques : càlcul i optimització

El projecte s’ha centrar en l’estudi dels següents punts:- Coneixement genèric i teòric sobre estructures reticulars metàl•liques- Aprendre i entendre les bases geomètriques: forma, dimensions i curvatura- Estudiar el seu comportament estructural: estabilitat global i pandeig de lesbarres de constitució- Cercar l’estructura òptima, buscant l’equilibri entre geometria i estabilitat- Comprovació de la seva fiabilitat estructural, davant de l’asimetria de càrreguesi l’acció del vent- Aplicació pràctica: protecció de la coberta de l’església de St. Julià existent aVallfogona del Ripollès

Projecte d'instal·lacions d'un taller mecànic

Disseny de les instal•lacions per a un taller de reparacions mecàniques i deplanxa en una nau industrial a Esponellà, un poble prop de Figueres.Es tracta d’una nau de 352 m2 de planta baixa, amb un altell de 153 m2 on s’hiinstal•laran la oficina i un magatzem per recanvis. Les instal.lacions són les següents: Il•luminació, Elèctrica, Aigua freda sanitària, Aigua de sanejament, Aire comprimit, Renovació d’aire i Contra incendis

Projecte de construcció i instal·lacions d'una nau industrial

Aquest és un document composat per dos projectes independents. La partprincipal del document, un projecte de construcció d’una nau industrial iuna altra part secundària que és un projecte d’instal•lacions de la nauindustrial objecte del projecte de construcció.En el projecte de construcció s’estudia la construcció d’una edificacióindustrial destinada a la recuperació de palets de fusta. En el projecte deconstrucció es dissenya a partir de les característiques del terreny, lesnecessitats del client i els requeriments de l’activitat, una nau industriald’estructura mixta de formigó. Una part de l’estructura està formada perelements estructurals prefabricats per una empresa externa mentre, qued’altres elements estructurals, com és el cas de les sabates de fonamentació,es fabriquen a l’obra

Technology Transfer of As-Built and Preliminary Surveys Using GPS, Soft Photogrammetry, and Video Logging, 2002

This research involved two studies: one to determine the local geoid to obtain mean sea level elevation from a global positioning system (GPS) to an accuracy of ±2 cm, and the other to determine the location of roadside features such as mile posts and stop signs for safety studies, geographic information systems (GIS), and maintenance applications, from video imageries collected by a van traveling at traffic speed.

Effective Structural Concrete Repair, Volume 1 of 3, Repair of Impact Damaged Prestressed Concrete Beams with CFRP, March 2004

Structural concrete is one of the most commonly used construction materials in the United States. However, due to changes in design specifications, aging, vehicle impact, etc. – there is a need for new procedures for repairing concrete (reinforced or pretressed) superstructures and substructures. Thus, the overall objective of this investigation was to develop innovative cost effective repair methods for various concrete elements. In consultation with the project advisory committee, it was decided to evaluate the following three repair methods: • Carbon fiber reinforced polymers (CFRPs) for use in repairing damaged prestressed concrete bridges • Fiber reinforced polymers (FRPs) for preventing chloride penetration of bridge columns • Various patch materials The initial results of these evaluations are presented in this three volume final report. Each evaluation is briefly described in the following paragraphs. A more detailed abstract of each evaluation accompanies the volume on that particular investigation.

Development of a Mix Design Process for Cold-in-Place Rehabilitation Using Foamed Asphalt, December 2005

Report by Iowa Department of Transportation about pavements materials.

Effective Structural Concrete Repair, Volume 2 of 3, Use of FRP to Prevent Chloride Penetration in Bridge Columns, March 2004

Structural concrete is one of the most commonly used construction materials in the United States. However, due to changes in design specifications, aging, vehicle impact, etc. – there is a need for new procedures for repairing concrete (reinforced or pretressed) superstructures and substructures. Thus, the overall objective of this investigation was to develop innovative cost effective repair methods for various concrete elements. In consultation with the project advisory committee, it was decided to evaluate the following three repair methods: • Carbon fiber reinforced polymers (CFRPs) for use in repairing damaged prestressed concrete bridges • Fiber reinforced polymers (FRPs) for preventing chloride penetration of bridge columns • Various patch materials The initial results of these evaluations are presented in this three volume final report. Each evaluation is briefly described in the following paragraphs. A more detailed abstract of each evaluation accompanies the volume on that particular investigation.

Effective Structural Concrete Repair, Volume 3 of 3, Evaluation of Repair Materials for Use in Patching Damaged Concrete, March 2004

Structural concrete is one of the most commonly used construction materials in the United States. However, due to changes in design specifications, aging, vehicle impact, etc. – there is a need for new procedures for repairing concrete (reinforced or pretressed) superstructures and substructures. Thus, the overall objective of this investigation was to develop innovative cost effective repair methods for various concrete elements. In consultation with the project advisory committee, it was decided to evaluate the following three repair methods: • Carbon fiber reinforced polymers (CFRPs) for use in repairing damaged prestressed concrete bridges • Fiber reinforced polymers (FRPs) for preventing chloride penetration of bridge columns • Various patch materials The initial results of these evaluations are presented in this three volume final report. Each evaluation is briefly described in the following paragraphs. A more detailed abstract of each evaluation accompanies the volume on that particular investigation.

Design and evaluation of a panel os single-nucleotide polymorphisms in microRNA genomic regions for association studies in human disease

MicroRNAs (miRNA) are recognized posttranscriptional gene repressors involved in the control of almost every biological process. Allelic variants in these regions may be an important source of phenotypic diversity and contribute to disease susceptibility. We analyzed the genomic organization of 325 human miRNAs (release 7.1, miRBase) to construct a panel of 768 single-nucleotide polymorphisms (SNPs) covering approximately 1 Mb of genomic DNA, including 131 isolated miRNAs (40%) and 194 miRNAs arranged in 48 miRNA clusters, as well as their 5-kb flanking regions. Of these miRNAs, 37% were inside known protein-coding genes, which were significantly associated with biological functions regarding neurological, psychological or nutritional disorders. SNP coverage analysis revealed a lower SNP density in miRNAs compared with the average of the genome, with only 24 SNPs located in the 325 miRNAs studied. Further genotyping of 340 unrelated Spanish individuals showed that more than half of the SNPs in miRNAs were either rare or monomorphic, in agreement with the reported selective constraint on human miRNAs. A comparison of the minor allele frequencies between Spanish and HapMap population samples confirmed the applicability of this SNP panel to the study of complex disorders among the Spanish population, and revealed two miRNA regions, hsa-mir-26a-2 in the CTDSP2 gene and hsa-mir-128-1 in the R3HDM1 gene, showing geographical allelic frequency variation among the four HapMap populations, probably because of differences in natural selection. The designed miRNA SNP panel could help to identify still hidden links between miRNAs and human disease.

Dowel Bar Optimization: Phases I and II, October 2001

America’s roadways are in serious need of repair. According to the American Society of Civil Engineers (ASCE), one-third of the nation’s roads are in poor or mediocre condition. ASCE has estimated that under these circumstances American drivers will sacrifice $5.8 billion and as many as 13,800 fatalities a year from 1999 to 2001 ( 1). A large factor in the deterioration of these roads is a result of how well the steel reinforcement transfers loads across the concrete slabs. Fabricating this reinforcement using a shape conducive to transferring these loads will help to aid in minimizing roadway damage. Load transfer within a series of concrete slabs takes place across the joints. For a typical concrete paved road, these joints are approximately 1/8-inch gaps between two adjacent slabs. Dowel bars are located at these joints and used to transfer load from one slab to its adjacent slabs. As long as the dowel bar is completely surrounded by concrete no problems will occur. However, when the hole starts to oblong a void space is created and difficulties can arise. This void space is formed due to a stress concentration where the dowel contacts the concrete. Over time, the repeated process of traffic traveling over the joint crushes the concrete surrounding the dowel bar and causes a void in the concrete. This void inhibits the dowel’s ability to effectively transfer load across the joint. Furthermore, this void gives water and other particles a place to collect that will eventually corrode and potentially bind or lock the joint so that no thermal expansion is allowed. Once there is no longer load transferred across the joint, the load is transferred to the foundation and differential settlement of the adjacent slabs will occur.

Determination and Evaluation of Alternative Methods for Managing and Controlling Highway-Related Dust Phase II—Demonstration Project, June 2005

The State of Iowa currently has approximately 69,000 miles of unpaved secondary roads. Due to the low traffic count on these unpaved o nts as ng e two dust ed d roads, paving with asphalt or Portland cement concrete is not economical. Therefore to reduce dust production, the use of dust suppressants has been utilized for decades. This study was conducted to evaluate the effectiveness of several widely used dust suppressants through quantitative field testing on two of Iowa’s most widely used secondary road surface treatments: crushed limestone rock and alluvial sand/gravel. These commercially available dust suppressants included: lignin sulfonate, calcium chloride, and soybean oil soapstock. These suppressants were applied to 1000 ft test sections on four unpaved roads in Story County, Iowa. Tduplicate field conditions, the suppressants were applied as a surface spray once in early June and again in late August or early September. The four unpaved roads included two with crushed limestone rock and two with alluvial sand/gravel surface treatmewell as high and low traffic counts. The effectiveness of the dust suppressants was evaluated by comparing the dust produced on treated and untreated test sections. Dust collection was scheduled for 1, 2, 4, 6, and 8 weeks after each application, for a total testiperiod of 16 weeks. Results of a cost analysis between annual dust suppressant application and biennial aggregate replacement indicated that the cost of the dust suppressant, its transportation, and application were relatively high when compared to that of thaggregate types. Therefore, the biennial aggregate replacement is considered more economical than annual dust suppressant application, although the application of annual dust suppressant reduced the cost of road maintenance by 75 %. Results of thecollection indicated that the lignin sulfonate suppressant outperformed calcium chloride and soybean oil soapstock on all four unpavroads, the effect of the suppressants on the alluvial sand/gravel surface treatment was less than that on the crushed limestone rock, the residual effects of all the products seem reasonably well after blading, and the combination of alluvial sand/gravel surface treatment anhigh traffic count caused dust reduction to decrease dramatically.

Investigation into Improved Pavement Curing Materials and Techniques: Part 2 - Phase III, March 2003

Appropriate curing is important for concrete to obtain the designed properties. This research was conducted to evaluate the curing effects of different curing materials and methods on pavement properties. At present the sprayed curing compound is a common used method for pavement and other concrete structure construction. Three curing compounds were selected for testing. Two different application rates were employed for the white-pigmented liquid curing compounds. The concrete properties of temperature, moisture content, conductivity, and permeability were examined at several test locations. It was found, in this project, that the concrete properties varied with the depth. Of the tests conducted (maturity, sorptivity, permeability, and conductivity), conductivity appears to be the best method to evaluate the curing effects in the field and bears potential for field application. The results indicated that currently approved curing materials in Iowa, when spread uniformly in a single or double application, provide adequate curing protection and meet the goals of the Iowa Department of Transportation. Experimental curing methods can be compared to this method through the use of conductivity testing to determine their application in the field.