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Análisis del funcionamiento mecánico de la tubería metálica..:
Valbuena Velandia, Diego Alejandro
Andrews, S. Fastqc, (2010). A quality control tool for high throughput sequence data.. , 2018
Link:
http://hdl.handle.net/10654/17848
RT Journal T1
Análisis del funcionamiento mecánico de la tubería metálica corrugada y descripción de su método constructivo ; Analysis of mechanical performance of corrugated metal pipe and its construction method description
UL https://suche.suub.uni-bremen.de/peid=base-ftunivmilnueva:oai:repository.unimilitar.edu.co:10654_17848&Exemplar=1&LAN=DE A1 Valbuena Velandia, Diego Alejandro PB Facultad de Ingeniería; Ingeniería Civil; Ingeniería - Ingeniería Civil; Universidad Militar Nueva Granada YR 2018 K1 TUBERIAS DE ACERO K1 INSTALACIONES DE TUBERIAS K1 Mechanical resistance: the resistance of an element is defined as its ability to resist efforts and applied forces without breaking K1 acquire permanent deformations or damaged in some way. A model of strength of materials establishes a relationship between the applied forces K1 also called loads or actions K1 and the efforts and displacements induced by them. Usually geometric simplifications and restrictions on the mode of application of the charges make the field of deformations and stresses simple to calculate K1 Live load: insert external load on a structure that includes the weight of the same along with the furniture K1 equipment K1 people K1 etc K1 which acts vertically K1 therefore K1 does not include the wind load. Also call load variable K1 Dead load: Vertical load applied to a structure that includes the weight of the same structure more lade permanent elements. Also called permanent load with load K1 Foundations: The Foundation is part of the structure of transmit the loads to the ground. Since the strength and stiffness of the ground are K1 except in rare cases K1 much lower to the structure. To perform a good foundation required a prior knowledge of the terrain in which is going to build the structure. The correct classification of subsurface materials is an important step in any work Foundation K1 because it provides the first data on experiences that can anticipate during and after construction K1 Nominal diameter: Nominal diameter refers to the inside diameter of a tube. Whenever we indicate the nominal diameter of a tube we are also defining the nominal pressure K1 the kind of material and all the measures relating to the tube K1 e.g. flanges. Many times K1 although it doesn't mention the type of material that the tube is made K1 is taken for granted that is made of steel. It should always be taken into account that the actual inside diameter often differs in various mm nominal diameter. This means that the tubes from different manufacturers only can be combined K1 if the DN indicated refers to the same standard K1 Modulus of elasticity: For a linear elastic material longitudinal elastic modulus is a constant (for voltage values within the range of complete reversibility of deformations). In this case K1 its value is defined as the ratio of stress and deformation that appear in a stretched or compressed straight bar made with material from which you want to estimate the modulus of elasticity K1 Construction process: It is the series of steps to be followed for the proper execution or manufacture of any element in the works which is based on experience and or manufacture specified according to a project or catalogue of procedures K1 in which you must interact with the 3 important points in the construction which are cost K1 time and quality K1 Deformation It is the change in the size or shape of a body due to internal efforts produced by one or more of the forces applied on the same or the occurrence of thermal expansion K1 Resistencia mecanica: La resistencia de un elemento se define como su capacidad para resistir esfuerzos y fuerzas aplicadas sin romperse K1 adquirir deformaciones permanentes o deteriorarse de algún modo. Un modelo de resistencia de materiales establece una relación entre las fuerzas aplicadas K1 también llamadas cargas o acciones K1 y los esfuerzos y desplazamientos inducidos por ellas. Generalmente las simplificaciones geométricas y las restricciones impuestas sobre el modo de aplicación de las cargas hacen que el campo de deformaciones y tensiones sean sencillos de calcular K1 Carga viva: Carga externa movible sobre una estructura que incluye el peso de la misma junto con el mobiliario K1 equipamiento K1 personas K1 que actúa verticalmente K1 por tanto K1 no incluye la carga eólica. También llamada carga variable K1 Carga muerta: Carga vertical aplicada sobre una estructura que incluye el peso de la misma estructura más lade los elementos permanentes. También llamada carga permanente K1 con carga K1 Cimentación: El cimiento es aquella parte de la estructura encargada de transmitir las cargas al terreno. Dado que la resistencia y rigidez del terreno son K1 salvo raros casos K1 muy inferiores a las de la estructura. Para poder realizar una buena cimentación es necesario un conocimiento previo del terreno en el que se va a construir la estructura. La correcta clasificación de los materiales del subsuelo es un paso importante para cualquier trabajo de cimentación K1 porque proporciona los primeros datos sobre las experiencias que puedan anticiparse durante y después de la construcción K1 Diámetro nominal: El término diámetro nominal se refiere al diámetro interior de un tubo. Cada vez que indicamos el diámetro nominal de un tubo estamos definiendo igualmente la presión nominal K1 la clase de material y todas las medidas concernientes al tubo K1 p. ej. de las bridas. Muchas veces JF Andrews, S. Fastqc, (2010). A quality control tool for high throughput sequence data. LK http://hdl.handle.net/10654/17848 DO http://hdl.handle.net/10654/17848 SF ELIB - SuUB Bremen
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