Made available in DSpace on 2015-05-08T14:59:58Z (GMT). No. of bitstreams: 1 arquivototal.pdf: 8451295 bytes, checksum: 74544bf6e3d65bb8e6eb7bec81fffac1 (MD5) Previous issue date: 2014-07-16 / Coordenação de Aperfeiçoamento de Pessoal de Nível Superior - CAPES / This study examined the influence of hydrogen in quasi-static toughness of dissimilar welded joint, consisting of base metals steel AISI 8630M and ASTM A36, HSLA steels classified as (High Strength Low Alloy). As a metal filler wire AWS-ERNiCrMo 3ARBL was used both in the buttering 8630M steel sheet as the welding filling. This is a welded joint similar to one of the most used joints in the oil sector that, by the last decade have shown some fractures by circumferential cracking, is being studied worldwide in order to identify the causes and safer solutions for your application. As parameter of fracture toughness is studied the CTOD (Crack Top Open Displecement) using type specimens SE(B) subjected to three point bending. The assays were performed in air after pre-doping cathodic hydrogen into water at 0°C synthetic sea, having to main references the standards ISO 12135: 2002 and ISO 15653: 2010 The results showed a significant susceptibility of the steel 8630M to retained hydrogen, reaching a embrittlement via CTOD around 25%. In turn, the dissimilar welding joint CTOD values present twice that of the base metal (steel 8630M), under the conditions with and without hydrogenation, had virtually no susceptibility to the cathodic hydrogen retained in their microstructure / O presente trabalho analisou a influencia do hidrogênio na tenacidade quase estática de uma junta soldada dissimilar constituída dos metais de base aços AISI 8630M e ASTM A36, classificados como aços ARBL (Alta Resistência e Baixa Liga). Como metal de adição utilizou-se o arame AWS ERNiCrMo-3 (comercialmente conhecido como INCONEL 625) tanto no amanteigamento da chapa de aço 8630M, quanto no enchimento da solda. Trata-se de uma junta soldada similar a junta AISI 8630M-Inconel 625-API X65, bastante utilizada no setor petrolífero que, por ter apresentado na última década algumas fraturas por trincamento circunferencial, vem sendo mundialmente estudada com o intuito de se identificar as causas e soluções mais seguras para sua aplicação. Como parâmetro de tenacidade à fratura estudou-se o deslocamento de abertura da ponta da trinca, do inglês CTOD (Crack Top Open Displecement), utilizando-se espécimes tipo SE(B) submetido à flexão em três pontos. Os ensaios foram realizados ao ar após pré- dopagem por hidrogênio catódico em água do mar sintética a 0ºC, tendo como principais referencias as Normas ISO 12135: 2002 e ISO 15653: 2010. Os resultados apresentaram uma significativa susceptibilidade do aço 8630M ao hidrogênio retido, apresentando uma queda na tenacidade (CTOD) em torno de 25%. Por sua vez, a junta soldada dissimilar além de apresentar valores de CTOD duas vezes superior ao do metal de base (aço 8630M), nas condições com e sem hidrogenação, praticamente não apresentou susceptibilidade ao hidrogênio retido em sua microestrutura

The aim of this diploma thesis is to compare mechanical properties of welded joints on tubes from 32x2 mm. Tubes are made from 25CrMo4 steel, which is used for production of racing kart chassis. The steel has a tensile strength of Rm = 800 MPa and up to 1200 MPa after refinement. For welding of samples are used technologies MAG and TIG.

This thesis deals with the comparison of alternative models of the simplified joints used in the FEM models of complex models with detailed joint details. This is essentially a screw connection with dowel bolt and standard bolt, weld connection "T" and overlap weld connection. Individual connections are compared in the simulation results of matching models.

This doctoral thesis summarizes the theoretical and experimental knowledge in the field of dissimilar weld joint of progressive austenitic and ferritic creep-resistant steels. The following materials were selected for the presented study: 316Ti stabilized austenitic stainless steel, martensitic 9-12 %Cr steel P92 and ferritic ODS steel MA 956. The main attention was focused on the long-term microstructural stability during high temperature exposure of heterogeneous joints of the austenite / ferrite type. The literature analysis critically evaluates the current state of knowledge in the field of microstructural stability of advanced creep-resistant steels weld joints. The practical experimental part was carried out in two directions. On the basis of the chemical composition phase equilibrium calculations were performed for each steel using the ThermoCalc software, giving the basic concepts about the dependence of the phase composition and the chemical composition of phases on temperature. In parallel with these calculations the laboratory joints 316Ti/P92 made by resistance welding and the MA 956/316Ti electron beam weld joints were prepared, analyzed in as-weld state and further annealed at different temperature conditions. Exposed joints were subjected to microstructure and phase analysis. The stability of the weld interface was mainly observed. Attention was also focused on the agreement between the calculation and experimental data in comparison with data published in the literature. Based on the calculations, experimental results and published data the suitability of the combination of materials is discussed in the thesis and reasoning about the behavior of studied weld joints during long-term high temperature exposure was formulated. Based on the results the expected degree of microstructural stability of 316Ti/P92 joint was confirmed, while the joints MA 956/316Ti were found to be unstable.

No description available.

The diploma thesis deals with the design of a steel technological structure in the locality of Štětí. The struture is used for the paper production technology. The geometry of the structure was customized to technological requests. The statistic system was considered in two versions – joint connections and frame – joint connections. The frame – joint connections system was chosen for detail processing. The steel structure was calculated by Scia Engineer 19 software. The connections were calculated by Idea statica software. The thesis is processed according to valid standars of ČSN EN.

This diploma thesis deals with welding of two dissimilar materials by laser. The samples were welded by direct beam guidance and wobbling, with and without using high alloy filler material and with the use of a diffusion barrier in the form of nickel. Welding was done with different shielding atmospheres. Nondestructive (VT, PT, UT-PA, RT) and destructive tests were performer (tensile test at room and elevated temperatures, microhrardness). Metalography was suplemented by EDX analysis of selected elements.

The theme of the master’s thesis is to design steel structures sports hall. The proposal is developed in three variants according to ČSN EN. The work addresses the static effect of the steel structure and design of parts and materials design. Plan dimensions are 60x38m, max. internal height is 9,3m. The structure is designed for ultimate limit states and serviceability. The supporting structure is designed as roof arches surround an elliptical girder. In both gable walls are designed steel columns. The work also details and solution design. Sports hall was solved in Scia Engineer 2011 and includes a drawing documentation.

The goal of the submitted thesis is a design and assessment of a steel load-bearing structure of a multipurpose sports hall situated in Prostějov. The floor plan measurements of the object are 38x54 m with the maximum ceiling height of 9,5 m. Final design variant was chosen on the basis of two preliminary drafts, both processed according to standard ČSN EN. The structure is designed with respect to ultimate and serviceability limit states. The construction consists of 10 cross-links spaced by 6,0 m. The spatial rigidity of the structure’s main load-bearing system is provided by spatial elliptic trussed girders, longitudinal and sway bracings. Roof cladding is carried by purlins placed on trusses. Steel columns are designed as a part of gable walls. The project was carried out in Scia Engineer 2014 software. Some particular elements were subsequently assessed by means of manual calculation. The thesis also includes assessment of joints, construction details and drawing documentation.

The study deals with mechanical characteristic of heterogeneous weld joint. The low carbon steel 22K and austenitic steel have been used as a experimetnal materials. The low carbon steel has special properties in basic condition. The sample has been evaluated in basic condition and after annealation. There have been evaluated impact of annealation proces to structure and mechanical charakteristics in experimental part of study. The particularised analysis of microstructure has been done by pictorial analysis. Mechanical characteristics has been examinated in both conditions by 2 different methods – measurment of microhardness according to Vickers and test of fracture toughness on compact tension specimens.