Electrochemical behavior of cobalt oxide coatings on cold-rolled steel in alkaline sodium sulfate

The electrochemical behavior of a coating of cobalt oxide on cold-rolled steel in alkaline sodium sulfate was Studied using the electrochemical techniques of open-circuit potential measurements and electrochemical impedance spectroscopy. The coating was prepared at different annealing temperatures ranging from 350 to 750 degreesC and characterized by SEM, EDX and XRD. Below 550 degreesC the composition of the coating was basically of Co3O4. At 750 degreesC CoO was formed and big cracks appeared on the film exposing an inner layer of iron oxides. Analysis of the EIS data is very difficult because of the complexity of the interface structure. It can be inferred that the charge transfer resistance of the coatings prepared at 350 and 450 C were higher than those for the coatings prepared at temperatures above 550 degreesC. (C) 2002 Published by Elsevier B.V. Ltd.

Modelling of cold-formed purlin-sheeting systems .1. Full model

Purlin-sheeting systems used for roofs and walls commonly take the form of cold-formed channel or zed section purlins, screw-connected to corrugated sheeting. These purlin-sheeting systems have been the subject of numerous theoretical and experimental investigations over the past three decades, but the complexity of the systems has led to great difficulty in developing a sound and general model. This paper presents a non-linear elasto-plastic finite element model, capable of predicting the behaviour of purlin-sheeting systems without the need for either experimental input or over simplifying assumptions. The model incorporates both the sheeting and the purlin, and is able to account for cross-sectional distortion of the purlin, the flexural and membrane restraining effects of the sheeting, and failure of the purlin by local buckling or yielding. The validity of the model is shown by its good correlation with experimental results. A simplified version of this model, which is more suitable for use in a design environment, is presented in a companion paper. (C) 1997 Elsevier Science Ltd.

Modelling of cold-formed purlin-sheeting systems .2. Simplified model

A number of theoretical and experimental investigations have been made into the nature of purlin-sheeting systems over the past 30 years. These systems commonly consist of cold-formed zed or channel section purlins, connected to corrugated sheeting. They have proven difficult to model due to the complexity of both the purlin deformation and the restraint provided to the purlin by the sheeting. Part 1 of this paper presented a non-linear elasto plastic finite element model which, by incorporating both the purlin and the sheeting in the analysis, allowed the interaction between the two components of the system to be modelled. This paper presents a simplified version of the first model which has considerably decreased requirements in terms of computer memory, running time and data preparation. The Simplified Model includes only the purlin but allows for the sheeting's shear and rotational restraints by modelling these effects as springs located at the purlin-sheeting connections. Two accompanying programs determine the stiffness of these springs numerically. As in the Full Model, the Simplified Model is able to account for the cross-sectional distortion of the purlin, the shear and rotational restraining effects of the sheeting, and failure of the purlin by local buckling or yielding. The model requires no experimental or empirical input and its validity is shown by its goon con elation with experimental results. (C) 1997 Elsevier Science Ltd.

Dimensionamento de Uma Cobertura em Elementos Estruturais de Aço Enformados a Frio

O presente relatório versa sobre a análise e dimensionamento de estruturas de aço enformadas a frio. Devido a serem estruturas de elevada esbelteza, frequentemente denominadas “estruturas de aço leve”, apresentam fenómenos de instabilidade tanto a nível local como global, sendo da perspetiva regulamentar abrangidas pelo Eurocódigo 3, nomeadamente pelas Partes 1-1, 1-3 e 1-5. A Parte 1-3 do Eurocódigo 3 diz respeito às regras suplementares de elementos de aço enformados a frio, na qual estão presentes as regras de dimensionamento, bem como as verificações de segurança que deverão ser aplicadas. Nesta, é possível ainda “fazer a ponte” com a Parte 1-1 do Eurocódigo 3, respetiva às regras gerais de projeto de estruturas de aço e com a Parte 1-5 do Eurocódigo 3 relativa a elementos estruturais constituídos por placas. Inicialmente, será realizado um estado da arte, onde será efetuado um enquadramento histórico, apresentando o processo de fabrico destes elementos e o tipo de elementos estruturais originados, concluindo-se com as vantagens/desvantagens dos perfis em aço enformados a frio. Os conceitos teóricos de estabilidade estrutural, os tipos de instabilidade mais comuns nestes elementos, bem como os tipos de análise destes fenómenos farão a ponte com o capítulo que se segue. Relativamente ao dimensionamento destes elementos, será dado enfâse às metodologias preconizadas pelo Eurocódigo 3, Parte 1-3. Este capítulo incidirá, entre outos, nas propriedades das secções transversais, na determinação da resistência destas, onde se contabilizará os efeitos das instabilidades locais de placa e distorcionais, na instabilidade global dos perfis e nas ligações entre os mesmos. Será analisada, posteriormente, a abordagem apresentada pela ECCS relativamente ao dimensionamento de madres travadas por painéis de cobertura. Neste capítulo será apresentada a metodologia para o dimensionamento de vigas com restrição à torção e à translação, bem como a resistência da secção transversal da madre e do seu banzo livre à encurvadura. Finalmente, e ao encontro do que foi proposto pela empresa CCAD-Serviços de Engenharia, Lda, efetuar-se-á o dimensionamento de uma cobertura de um edifício de distribuição, cobertura esta constituída por asnas treliçadas e madres simples. Neste dimensionamento foram consideradas as ações segundo o Regulamento de Segurança e Ações Para Estruturas de Edifícios e Pontes e o Eurocódigo 1, Parte 1-1 que diz respeito às Ações Gerais em Estruturas e Parte 1-4 respeitante às Ações do vento.

Dimensionamento de Madres Enformadas a Frio Travadas por Painéis do Tipo Sandwich

O presente relatório de estágio foi elaborado no âmbito da Unidade Curricular de DIPRE, Dissertação/Projeto/Estágio, do 2.º ano de Mestrado em Engenharia Civil do Instituto Superior de Engenharia do Porto, do ramo de estruturas, tendo como principal foco, a análise e dimensionamento de madres de aço enformado a frio e sua utilização com painéis do tipo sandwich em coberturas. Seções enformadas a frio são cada vez mais utilizadas em construções modernas, especificamente como estrutura secundária em coberturas, onde geralmente são fixas a painéis através de ligações aparafusadas. A presença de painéis e fixações através de parafusos permitem a estabilização lateral e torsional de madres aumentando desta forma a capacidade resistente, mas por serem elementos estruturais de espessura reduzida, os enformados a frio são suscetíveis a fenómenos de instabilidade associados. Desta forma, a norma EN 1993-1-3 [4] permite a análise e dimensionamento deste tipo de elementos através das disposições regulamentares preconizadas nas partes 1-1 [3] e 1-5 [5] da mesma norma. Num primeiro estudo, o presente trabalho tem como objetivo o dimensionamento e verificação de segurança de elementos enformados a frio com base na seção efetiva determinada com o auxílio das normas EN 1993-1-1 (regras gerais) e EN 1993-1-5 (regras para elementos estruturais constituídos por placas). Numa segunda fase, este trabalho pretende apresentar um estudo do comportamento de interação entre os sistemas madres-painéis. Para tal, são quantificadas as rigidezes das conexões dos sistemas e dos painéis para se realizarem a análise relativamente à restrição lateral e restrição torsional de madres. Neste contexto, concluiu-se que os painéis, quando fixos de forma adequada às madres, contribuem para a estabilidade.

Search for new light gauge bosons in Higgs boson decays to four-lepton final states in pp collisions at s√=8TeV with the ATLAS detector at the LHC

This paper presents a search for Higgs bosons decaying to four leptons, either electrons or muons, via one or two light exotic gauge bosons Zd, H→ZZd→4ℓ or H→ZdZd→4ℓ. The search was performed using pp collision data corresponding to an integrated luminosity of about 20 fb−1 at the center-of-mass energy of s√=8TeV recorded with the ATLAS detector at the Large Hadron Collider. The observed data are well described by the Standard Model prediction. Upper bounds on the branching ratio of H→ZZd→4ℓ and on the kinetic mixing parameter between the Zd and the Standard Model hypercharge gauge boson are set in the range (1--9)×10−5 and (4--17)×10−2 respectively, at 95% confidence level assuming the Standard Model branching ratio of H→ZZ∗→4ℓ, for Zd masses between 15 and 55 GeV. Upper bounds on the effective mass mixing parameter between the Z and the Zd are also set using the branching ratio limits in the H→ZZd→4ℓ search, and are in the range (1.5--8.7)×10−4 for 15

Synchrotron strain scanning for residual stress measurement in cold-drawn steel rods

Cold-drawn steel rods and wires retain significant residual stresses as a consequence of the manufacturing process. These residual stresses are known to be detrimental for the mechanical properties of the wires and their durability in aggressive environments. Steel makers are aware of the problem and have developed post-drawing processes to try and reduce the residual stresses on the wires. The present authors have studied this problem for a number of years and have performed a detailed characterization of the residual stress state inside cold-drawn rods, including both experimental and numerical techniques. High-energy synchrotron sources have been particularly useful for this research. The results have shown how residual stresses evolve as a consequence of cold-drawing and how they change with subsequent post-drawing treatments. The authors have been able to measure for the first time a complete residual strain profile along the diameter in both phases (ferrite and cementite) of a cold-drawn steel rod.

Computer aided design and analysis of cold formed sections

The work reported in this thesis is concerned with the improvement and expansion of the assistance given to the designer by the computer in the design of cold formed sections. The main contributions have been in four areas, which have consequently led to the fifth, the development of a methodology to optimise designs. This methodology can be considered an `Expert Design System' for cold formed sections. A different method of determining section properties of profiles was introduced, using the properties of line and circular elements. Graphics were introduced to show the outline of the profile on screen. The analysis of beam loading has been expanded to beam loading conditions where the number of supports, point loads, and uniform distributive loads can be specified by the designer. The profile can then be checked for suitability for the specified type of loading. Artificial Intelligence concepts have been introduced to give the designer decision support from the computer, in combination with the computer aided design facilities. The more complex decision support was adopted through the use of production rules. All the support was based on the British standards. A method has been introduced, by which the appropriate use of stiffeners can be determined and consequently designed by the designer. Finally, the methodology by which the designer is given assistance from the computer, without constraining the designer, was developed. This methodology gives advice to the designer on possible methods of improving the design, but allows the designer to reject that option, and analyse the profile accordingly. The methodology enables optimisation to be achieved by the designer, designing variety of profiles for a particular loading, and determining which one is best suited.

Simplified models for cross-section stress demands on C-section purlins in uplift

The objective of this paper is to provide and verify simplified models that predict the longitudinal stresses that develop in C-section purlins in uplift. The paper begins with the simple case of flexural stress: where the force has to be applied at the shear center, or the section braced in both flanges. Restrictions on load application point and restraint of the flanges are removed until arriving at the more complex problem of bending when movement of the tension flange alone is restricted, as commonly found in purlin-sheeting systems. Winter`s model for predicting the longitudinal stresses developed due to direct torsion is reviewed, verified, and then extended to cover the case of a bending member with tension flange restraint. The developed longitudinal stresses from flexure and restrained torsion are used to assess the elastic stability behavior of typical purlin-sheeting systems. Finally, strength predictions of typical C-section purlins are provided for existing AISI methods and a newly proposed extension to the direct strength method that employs the predicted longitudinal stress distributions within the strength prediction. (C) 2009 Elsevier Ltd. All rights reserved.

Double grade – rakenneputkien puristuskestävyys

Double grade S420MH/S355J2H – rakenneputki on Ruukin kylmämuovattujen rakenneputkien vakioteräslaji. Se voidaan mitoittaa joko lujuusluokan S355 tai S420 mukaisesti. Teräslajin S355 mukaisesti mitoitettaessa on suunnittelu yksinkertaista. Painonsäästöä ja pidennettyjä jännevälejä haluttaessa käytetään lujuusluokan S420 mukaista mitoitusta. Työn tavoitteena oli selvittää kylmämuovattujen teräsrakenneputkien todellinen puristuskestävyys. Eurocode 3:n mukaan kylmämuovatut teräsrakenneputket kuuluvat nurjahduskäyrälle c. Tutkimukseen valittiin viisi eri profiilia olevaa rakenneputkea, joiden poikkileikkausluokat olivat 1, 2, 3 ja 4. Käytettäessä rakenneputkia puristussauvoina, on teräksen käyttö tehokkainta poikkileikkausluokassa 3, lähellä poikkileikkausluokkaa 4. Rakenneputkista laskettiin muunnetun hoikkuuden arvoilla 0.1, 0.5, 1.0 ja 1.5 koesauvojen pituudet kaikille profiileille. Valmistettiin kolme samanlaista koesauvaa jokaisesta koosta ja puristuskokeita suoritettiin yhteensä 57 kappaletta. Koesauvojen todelliset pituudet, alkukäyryydet ja poikkileikkaukset mitattiin. Ainestodistuksista saatiin materiaalin todelliset lujuudet. Laskettiin Eurocode 3:n mukaisesti kestävyydet nurjahduskäyrille a, b ja c. Laskennallisia kestävyyksiä verrattiin puristuskokeiden tuloksiin. Puristuskokeiden tulosten perusteella voidaan b-käyrää pitää oikeana profiileille 100x100x3, 150,150x5 ja 200x200x6. Profiili 150x150x5 kuuluu poikkileikkausluokkaan 2. Profiilit 100x100x3 ja 200x200x6 kuuluvat poikkileikkausluokkaan 4. Profiili 50x50x2 kuuluu nurjahduskäyrälle c. Profiilin poikkileikkausluokka on 1 ja aiemmat tutkimukset tukevat nurjahduskäyrän c käyttöä. Profiilista 300x300x8.8 ei saatu testattua täyttä sarjaa sen suuren kapasiteetin rikottua testilaitteiston, mutta puristuskokeiden perusteella se kuuluu nurjahduskäyrälle b. Profiili kuuluu poikkileikkausluokkaan 4.