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  • About
  • The Global ETD Search service is a free service for researchers to find electronic theses and dissertations. This service is provided by the Networked Digital Library of Theses and Dissertations.
    Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
71

Influência da temperatura e velocidade de operação no dimensionamento de pavimentos asfálticos de corredores de ônibus. / Temperature and traffic speed influence on evaluation of asphaltic pavements for bus lanes.

Raphael Ferreira Daibert 16 March 2015 (has links)
No Brasil os pavimentos novos de rodovias e corredores de ônibus com tráfego pesado tem sido dimensionados empregando-se métodos empíricos e avaliados estruturalmente utilizando a análise mecanicista baseada na teoria da elasticidade. Nestes procedimentos as características de deformabilidade dos revestimentos de misturas asfálticas usualmente são consideradas fixas para uma determinada temperatura e uma velocidade de carregamento. Em campo, os pavimentos estão sujeitos a uma variedade de condições climáticas e operacionais diferentes daquelas preestabelecidas no dimensionamento. Considerando que os revestimentos asfálticos são constituídos de materiais visco-elásticos, dependentes das condições operacionais, o trabalho teve por objetivo, através de estudos paramétricos e utilizando modelos comportamentais constantes na bibliografia existente, verificar a influência da variação da temperatura e da velocidade dos veículos pesados no desempenho dos pavimentos dimensionados através dos procedimentos tradicionalmente adotados pelos principais órgãos rodoviários brasileiros. O trabalho verifica ainda, embasado na análise mecanicista, a adequabilidade estrutural das espessuras mínimas de revestimento asfáltico recomendadas pelos métodos empíricos para cada nível de solicitação do tráfego, em função de eventuais alterações nas condições climáticas e operacionais que possam ocorrer durante a vida útil do pavimento em campo. / In Brazil, the new highways pavements and bus lane with heavy traffics have been dimensioned by empirical methods and structurally evaluated using mechanistic elastic theory. In these procedures the characteristics of deformability of asphalt pavements courses are usually fixed to a specific temperature and loading speed. In the fields, the pavements are exposed to a variety of different climatic and operational conditions from those previous established. Considering that the asphalt layers are made from thermo-visco-elastic and depends on the operational conditions, the aim of this current study was to verify the influence of the temperature variation also the speed of heavy vehicles in the performance of pavements through procedures traditionally adopted by road agencies and parametric studies using behavioral models in existing literature. This academic work also notes, based on mechanistic criteria, structural adequacy of the asphaltic surface course minimum thickness recommended by empirical methods for each traffic demand, due to possible changes in climatic and operational conditions that may occur during the pavement area lifecycle.
72

Výzkum v oblasti konstrukčních prvků a dimenzování cementobetonových krytů / Research in the field of construction elements and design of concrete pavements

Grošek, Jiří Unknown Date (has links)
The presented dissertation is focused on research in the field of dowels and design of concrete pavements using the finite element method. The theory part describes the history and the currently used techniques in the world and in the Czech Republic. The practice part of the dissertation contains a description of design methods, diagnostics of concrete pavements by using FWD and a description of laboratory tests on beams with inserted dowels. The results of measurements and modelling are verified on real operating conditions on testing fields. Based on the dissertation results, the amendment of the Czech standard ČSN 73 6123-1 regarding the position of dowels were proposed and approved. In addition, methodological guidelines of the Ministry of Transport regarding the measurements of the dowels and tie bars position and diagnostic by FWD was approved. The conclusion of the work summarizes and emphasizes the results of the dissertation.
73

Tagungsband zum 4. BIH-Treffen 2019: Interdisziplinäre Forschung - Chancen und Herausforderungen: Fachtagung für wissenschaftlich Beschäftigte und Nachwuchskräfte an Bauingenieur-Institutionen deutscher Hochschulen

Löwe, Benedict, Käßler, Daniel, Köllner, Florian, Kunze, Stefanie, Heinen, Bernd, Vogt, Isabelle, Freyer, Lola, Dridiger, Andreas, Weiler, Simon, Schönfeld, Larissa, Spörl, Sebastian 04 September 2019 (has links)
Forschung und Wissenschaft sind wichtige Standbeine einer modernen Hochschule. Sie stellen eine Grundlage für die primäre Aufgabe der Hochschulen dar, die praxisnahe und berufsbefähigende Lehre auf dem aktuellen Stand der Technik und Wissenschaft. Mittlerweile widmen sich auch die Hochschulen der Ausbildung von wissenschaftlichem Nachwuchs. Prosperierende Forschungsarbeit ist dafür ein unverzichtbarer Bestandteil. Der Leitgedanke „Interdisziplinäre Forschung – Chancen und Herausforderungen“ des BIH-Treffens 2019 soll zum fachübergreifenden Austausch von Know-how in Forschungs- und Lehrmethoden anregen. Eine große Bandbreite an Fachbeiträgen bietet spannende Einblicke in die Arbeit der Kolleginnen und Kollegen in den unterschiedlichen Fachbereichen des Bauwesens der zahlreichen deutschen Hochschulen. Dazu gehören Beiträge zu modernen Messmethoden in der Geotechnik und dem Bahnbau ebenso wie Forschungsergebnisse aus dem konstruktiven Ingenieurbau, der Baukonstruktion, der Haustechnik und der Verkehrsplanung und nicht zuletzt Erfahrungen zu interdisziplinären Lehrmethoden.:Einfluss der Nachverdichtung granularer Böden auf die Phasengeschwindigkeiten von Rayleighwellen Sommerliche Überhitzung in Wohngebäuden – Baukonstruktive und haustechnische Anpassungsmaßnahmen Die „Hochschulweite Interdisziplinäre Projektwoche (HIP)“ an der TH Köln – andere Welten kennenlernen! Forschungsprojekt „Duale Radlösung“ – Wahlfreie Führung als Mittel der Radverkehrslösung Zwang in Hochbaudecken aus Stahlbeton (Kooperative Promotion) Robustheit und Vulnerabilität der Wasserstraßeninfrastruktur Vergleichbarkeit der Messsysteme an Zug- und Biegeproben aus den Werkstoffen Stahl und Holz Entwicklung einer Messmethodik zur Bestimmung der Schienenbewegung unter dem rollenden Rad / Research and science are important mainstay of a modern university. They provide a basis for the primary task of the universities, the practical and occupational teaching on the current state of technology and science. In the meantime, the universities are also dedicating themselves to the training of junior scientists. Prospering research is an indispensable part of this. The guiding idea 'Interdisciplinary Research - Opportunities and Challenges' of the BIH meeting 2019 is intended to stimulate the interdisciplinary exchange of expertise in research and teaching methods. A wide range of specialist contributions provides exciting insights into the work of colleagues in the various specialized fields of civil engineering at numerous German universities. This includes papers to modern measuring methods in geotechnical engineering and railway construction, as well as research results from structural engineering, building construction, building technology and traffic planning, and last but not least, experience in interdisciplinary teaching methods.:Einfluss der Nachverdichtung granularer Böden auf die Phasengeschwindigkeiten von Rayleighwellen Sommerliche Überhitzung in Wohngebäuden – Baukonstruktive und haustechnische Anpassungsmaßnahmen Die „Hochschulweite Interdisziplinäre Projektwoche (HIP)“ an der TH Köln – andere Welten kennenlernen! Forschungsprojekt „Duale Radlösung“ – Wahlfreie Führung als Mittel der Radverkehrslösung Zwang in Hochbaudecken aus Stahlbeton (Kooperative Promotion) Robustheit und Vulnerabilität der Wasserstraßeninfrastruktur Vergleichbarkeit der Messsysteme an Zug- und Biegeproben aus den Werkstoffen Stahl und Holz Entwicklung einer Messmethodik zur Bestimmung der Schienenbewegung unter dem rollenden Rad
74

Response of concrete pavements under moving vehicular loads and environmental effects

Darestani, Mostafa Yousefi January 2007 (has links)
The need for modern transportation systems together with the high demand for sustainable pavements under applied loads have led to a great deal of research on concrete pavements worldwide. Development of finite element techniques enabled researchers to analyse the concrete pavement under a combination of axle group loadings and environmental effects. Consequently, mechanistic approaches for designing of concrete pavements were developed based on results of finite element analyses. However, unpredictable failure modes of concrete pavements associated with expensive maintenance and rehabilitation costs have led to the use of empiricalmechanistic approach in concrete pavement design. Despite progressive knowledge of concrete pavement behaviour under applied loads, concrete pavements still suffer from deterioration due to crack initiation and propagation, indicating the need for further research. Cracks can be related to fatigue of the concrete and/or erosion of materials in sub-layers. Although longitudinal, midedge and corner cracks are the most common damage modes in concrete pavements, Austroads method for concrete pavement design was developed based on traditional mid-edge bottom-up transverse cracking introduced by Packard and Tayabji (1985). Research presented in this thesis aims to address the most common fatigue related distresses in concrete pavements. It uses comprehensive finite element models and analyses to determine the structural behaviour of concrete pavements under vehicular loads and environmental effects. Results of this research are supported by laboratory tests and an experimental field test. Results of this research indicate that the induced tensile stresses within the concrete pavement are significantly affected by vehicle speed, differential temperature gradient and loss of moisture content. Subsequently, the interaction between the above mentioned factors and concrete damage modes are discussed. Typical dynamic amplifications of different axle groups are presented. A new fatigue test setup is also developed to take into consideration effects of pavement curvature on fatigue life of the concrete. Ultimately, results of the research presented in this thesis are employed to develop a new guide for designing concrete pavements with zero maintenance of fatigue damage.
75

Stavebně technologický projekt výrobní a administrativní haly ATX / Building Construction Project for Industrial and Administrative Building ATX

Šrámek, Jiří January 2019 (has links)
The subject of this master’s thesis is a solution of chosen parts of building construction project. The project solves industrial hall that contains productions and administrative space. This thesis includes technological regulations for substructure, study of performing the main technological stages, design of using machines, checking and testing plans. Other phrases parts are time schedules, budget, calculations, design of site equipment including engineering report and report for performing access road. Starting materials, which were used for this thesis, were engineering report also including working drawings.

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