Towards an appropriate fatigue loading sequence for roof claddings in cyclone prone areas

Currently two different fatigue tests are being used to investigate the fatigue susceptibility of roof claddings in the cyclone prone areas of Australia. In order to resolve this issue a detailed investigation was conducted to study the nature of cyclonic wind forces using wind tunnel testing and computer modelling and the fatigue behaviour of metal roof claddings using structural testing. This led to the development of an accurate, but complicated loading matrix for a design cyclone. Based on this matrix, a simplified low-high-low loading sequence has been developed for the testing of roofing systems in cyclone prone areas. This paper first reviews the currently used fatigue loading sequences, then presents details of the cyclonic wind loading matrix and finally the development of the new simplified loading sequence. This simplified sequence should become the only suitable test for most of the cyclone prone areas of Australia covered by Region C which suffers from Category 4 cyclones. For Region D which suffers from Category 5 cyclones, the same loading sequence with 20% increased cycles has been recommended. An experimental programme to validate the new simplified loading sequence has been proposed.

Application of lean production to reducing operational waste in a tile manufacturing process

Roofing tile manufacturing is a mass production process with high operational and inventory wastes and costs. Due to huge operational costs, excessive inventory and wastes, and quality problems, roofing tile manufacturers are trying to implement lean manufacturing practice in their operations in order to remain competitive in an ncreasingly competitive global market. The aim of this research is to evaluate the possibility of reducing the operational and inventory costs of the tile manufacturing process through waste minimization. This paper analyses the current waste situation in a tile manufacturing process and develops current and future value stream mapping for such a process with a view to implementing lean principles in manufacturing. The focus of the approach is on cost reduction by eliminating non-value-added activities.

Profiled steel roof claddings under high wind forces

Profiled steel roof claddings in Australia and its neighbouring countries are commonly made of very thin high tensile steel and are crest-fixed intermittently with screw fasteners. The failure of the roof cladding systems was due to a local failure (dimpling of crests I pull-through) at the fasteners under wind uplift Cyclic wind uplift during cyclones causes fatigue cracking to occur at the fastener holes which leads to pull-through failures at lower load levels. At present the design of these claddings is entirely based on testing. In order to improve the understanding of the behaviour and the design and test methods of these claddings under wind uplift loading during storms and cyclones, a detailed investigation consisting of finite element analyses, static and fatigue experiments and cyclonic wind modelling was carried out on two-span roofing assemblies of three common roofing profiles. This paper presents the details of this investigation and its important results.

Pull-through failure tests of thin steel roof battens under wind uplift load

Thin profiled steel roof sheeting and battens are increasingly used in the construction of roofing systems of residential, commercial, industrial and farm buildings in Australia. The critical load combination of external wind suction and internal wind pressures that occur during high wind events such as thunderstorms and tropical cylcones often dislocate the roofing systems partially or even completely due to premature roof connection failures. Past wind damage investigations have shown that roof sheeting failures occured at their screw connections to battens. In most of these cases, the screw fastener head pulled through the thin roof sheeting whilst the screw fasteners also pulled out from the battens. Research studis undertaken on the roof sheeting to batten connection failures have improved this situation. However, the batten to rafter or truss connections have not been investigated adequately. Failure of these connections can cause the failure of the entire roof structure as observed during the recent high wind events. Therefore a detailed experimental study consisting of both small scale and full scale tests has been undertaken to investigate the steel roof batten pull-through failures in relation to many critical parameters such as steel batten geometry, thickness and grade, screw fastener head sizes and screw tightening. This paper presents the details of this experimental study and the pull-through failure load results obtained from them. Finally it discusses the development of suitable design rules that can be used to determine the pull-through connection capacities of thin steel roof battens under wind uplift loads.

Numerical modeling of thin steel roof battens under wind uplift loads

Extreme wind events such as tropical cyclones, tornadoes and storms are more likely to impact the Australian coastal regions due to possible climate changes. Such events can be extremely destructive to building structures, in particular, low-rise buildings with lightweight roofing systems that are commonly made of thin steel roofing sheets and battens. Large wind uplift loads that act on the roofs during high wind events often cause premature roof connection failures. Recent wind damage investigations have shown that roof failures have mostly occurred at the batten to rafter or truss screw connections. In most of these cases, the screw fastener heads pulled through the bottom flanges of thin steel roof battens. This roof connection failure is very critical as both roofing sheets and battens will be lost during the high wind events. Hence, a research study was conducted to investigate this critical pull-through failure using both experimental and numerical methods. This paper presents the details of numerical modeling and the results.

Fatigue capacity of cold-formed steel roof battens under cyclic wind uplift loads

Steel roofs made of thin cold-formed steel roof claddings and battens are widely used in low-rise residential and industrial buildings all around the world. However, they suffer from premature localised pull-through failures in the batten to rafter connections during high wind events. A recent study proposed a suitable design equation for the pull-through failures of thin steel roof battens. However, it was limited to static wind uplift loading. In contrast, most cyclone/storm events produce cyclic wind uplift forces on roofs for a significantly long period, thus causing premature fatigue pull-through failures at lower loads. Therefore, a series of constant amplitude cyclic load tests was conducted on small and full scale roof panels made of a commonly used industrial roof batten to develop their S-N curves. A series of multi-level cyclic tests, including the recently introduced low-high-low (LHL) fatigue loading test, was also undertaken to simulate a design cyclone. Using the S-N curves, the static pull-through design capacity equation was modified to include the effects of fatigue. Applicability of Miner’s rule was evaluated in order to predict the fatigue damage caused by multi-level cyclic tests such as the LHL test, and suitable modifications were made. The combined use of the modified Miner’s law and the S-N curve of roof battens will allow a conservative estimation of the fatigue design capacity of roof battens without conducting the LHL tests simulating a design cyclone. This paper presents the details of this study, and the results.

Green colored nano-pigments derived from Y2BaCuO5: NIR reflective coatings

A green colored nano-pigment Y2BaCuO5 with impressive near infra-red (NIR) reflectance (61% at 1100 nm) was synthesized by a nano-emulsion method. The developed nano-crystalline powders were characterized by X-ray diffraction (XRD), Transmission electron microscopy (TEM), UV-vis-NIR diffuse reflectance spectroscopy and CIE-L*a*b* 1976 color scales. The XRD and Rietveld analyses of the designed pigment powders reveal the orthorhombic crystal structure for Y2BaCuO5, where yttrium is coordinated by seven oxygen atoms with the local symmetry of a distorted trigonal prism, barium is coordinated by eleven oxygen atoms, and the coordination polyhedron of copper is a distorted square pyramid CuO5]. The UV-vis spectrum of the nano-pigment exhibits an intense d-d transition associated with CuO5 chromophore between 2.1 and 2.5 eV in the visible domain. Therefore, a green color has been displayed by the developed nano-pigment. The potential utility of the nano-pigments as ``Cool Pigments'' was demonstrated by coating on to a building roofing material like cement slab and PVC coatings. (C) 2014 Elsevier Ltd. All rights reserved.

YIn0.9Mn0.1O3-ZnO nano-pigment exhibiting intense blue color with impressive solar reflectance

The current study reports on the synthesis and characterization of a new inorganic nano-pigment with an intense blue color and high solar radiation reflective properties (70%). The nano-pigment YIn0.9Mn0.1O3-ZnO was synthesized by a sol-gel combustion method and characterized with the aid of X-Ray diffraction, Raman spectroscopy, Magnetic susceptibility, Transmission electron microscopy, UV ndash;vis-NIR diffuse reflectance spectroscopy and CIE-1976 L*a*b* color measurements. The Rietveld refinement of the XRD patterns of the developed nano-pigment disclosed the existence of YIn0.9Mn0.1O3 and ZnO in a 1:1 ratio with hexagonal crystal structures. For comparison, YIn0.9Mn0.1O3 was also synthesized by the sol gel combustion route and its optical properties compared with that of YIn0.9Mn0.1O3-ZnO. It is interesting to note that the developed YIn0.9Mn0.1O3-ZnO nano-pigmeht exhibits superior blue hue (b* = -40.55) and solar reflectance (R* = 70%) values as compared to the YIn0.9Mn0.1O3 nano-pigment (b* = -22.28, R* = 50%). Most importantly, the potential utility of the nano-pigment as a ``Cool Pigment'' was demonstrated by coating onto roofing materials like aluminum roofing sheets. (C) 2015 Elsevier Ltd. All rights reserved.

Design for Survival: Sustainability for Planet and Structure

Buildings in Port Aransas encounter drastic environmental challenges: the potential catastrophic storm surge and high winds from a hurricane, and daily conditions hostile to buildings, vehicles, and even most vegetation. Its location a few hundred feet from the Gulf of Mexico and near-tropical latitude expose buildings to continuous high humidity, winds laden with scouring sand and corrosive salt, and extremes of temperature and ultraviolet light. Building construction methods are able to address each of these, but doing so in a sustainable way creates significant challenges. The new research building at the Marine Science Institute has been designed and is being constructed to meet the demand for both survivability and sustainability. It is tracking towards formal certification as a LEED Gold structure while being robust and resistant to the harsh coastal environment. The effects of a hurricane are mitigated by elevating buildings and providing a windproof envelope. Ground-level enclosures are designed to be sacrificial and non-structural so they can wash or blow away without imposing damage on the upper portions of the building, and only non-critical functions and equipment will be supported within them. Design features that integrate survivability with sustainability include: orientation of building axis; integral shading from direct summer sunlight; light wells; photovoltaic arrays; collection of rainwater and air conditioning condensate for use in landscape irrigation; reduced impervious cover; xeriscaping and indigenous plants; recycling of waste heat from air conditioning systems; roofing system that reflects light and heat; long life, low maintenance stainless steel, high-tensile vinyl, hard-anodized aluminum and hot-dipped galvanized mountings throughout; chloride-resistant concrete; reduced visual impact; recycling of construction materials.

The role of macrophytes in the economy of the lower Sondu-Miriu river of Lake Victoria

This paper highlights the results of a 12 month's ecological study of macrophytes and their role in the economy of the lower Sondu-Miriu river of Lake Victoria. A total of 34 species of aquatic macrophytes were identified. These were grouped as emergent, floating leaved, free floating and submersed. The major community type identified were dominated by Cladium jamaicanse (Crantz) Kurk., Cyperus paprus (L.) and Cyperus latifolius (Poir). The study observed an over dependence on macrophytes by the local community for the supply of bedding, grazing fields, fuel, roofing and other building materials. The white (heart) of Typha shoot, Nile cabbage (Pistia stratiotes and a legume solanum nigrum traditionally known as "osuga" are used as vegetables by local community. The only source of protein in this arid region is the fish caught in the swamps and birds which inhabit the swamp. The swamp provides the only source of green pasture in the dry season for the animals. An export oriented economy has developed involving mat making and basket weaving with exports reaching as far as Japan. The study proposes a rational and sustainable exploitation of the littoral zone to support the adjacent rural community.

A Videogrammetric As-Built Data Collection Method for Digital Fabrication of Sheet Metal Roof Panels

A roofing contractor typically needs to acquire as-built dimensions of a roof structure several times over the course of its build to be able to digitally fabricate sheet metal roof panels. Obtaining these measurements using the exiting roof surveying methods could be costly in terms of equipment, labor, and/or worker exposure to safety hazards. This paper presents a video-based surveying technology as an alternative method which is simple to use, automated, less expensive, and safe. When using this method, the contractor collects video streams with a calibrated stereo camera set. Unique visual characteristics of scenes from a roof structure are then used in the processing step to automatically extract as-built dimensions of roof planes. These dimensions are finally represented in a XML format to be loaded into sheet metal folding and cutting machines. The proposed method has been tested for a roofing project and the preliminary results indicate its capabilities.

Matérias-primas da plataforma do Mondego para cerâmica

O presente trabalho divulga os resultados dos estudos levados a efeito nas matérias-primas argilosas que se integram tipologicamente na argila comum, ocorrentes na designada Plataforma do Mondego, Centro de Portugal, na região entre Miranda do Corvo, a SW, e Tábua, a NE. Para tal realizou-se a cartografia superficial dos sedimentos continentais do Cretácico e do Terciário, aí preservados, estabeleceram-se as colunas sedimentares, a nível regional e a nível local, nas áreas de maior potencial reconhecido e, caracterizaram-se as matérias-primas argilosas amostradas, em termos de composição, textura e aptidão cerâmica, objectivando a definição das zonas das jazidas com maior interesse industrial. A informação obtida e compilada, relativa ao caulino e ao feldspato é também apresentada, com vista a uma percepção da potencialidade destas matériasprimas cerâmicas ocorrentes na área. O estudo de caracterização dos materiais argilosos investigados teve como base 53 amostras obtidas em seis regiões da Plataforma do Mondego aqui definidas por motivo de organização do trabalho, segundo os critérios geográfico e geotectónico. As formações de Côja e de Campelo, do Terciário, constituem as unidades onde ocorrem litótipos produtivos, em termos de matéria-prima para a Cerâmica de Barro Vermelho ou Cerâmica de Construção. Relativamente às características texturais e composicionais, em síntese, apresentam-se os factos relevantes seguintes: A matéria-prima argilosa existente na área estudada materializa, granulometricamente, na maioria das amostras, silte, caindo os níveis amostrados com maior percentagem de argila, no domínio do silte argiloso. O défice em fracção argila implica limitações quanto à possibilidade de diversificação de produtos cerâmicos fabricados com estas matérias-primas tal-qual. Os diferentes métodos analíticos utilizados na caracterização mineralógica dos materiais amostrados confirmaram uma composição em termos dos minerais argilosos, consistindo de ilite/mica (em geral, o mais abundante), caulinite e esmectite, interestratificados e clorite. Os minerais não argilosos são quartzo (predominante), feldspato (sobretudo potássico) e hematite, com uma representação baixa. A mineralogia da fracção inferior a 2μm das amostras, não difere das amostras totais, salvo no teor mais elevado dos minerais argilosos e acentuada redução dos minerais não argilosos. Os resultados da análise química por fluorescência de raios X das amostras integrais correlacionam-se com as características mineralógicas observadas através das técnicas analíticas utilizadas. No respeitante às propriedades e comportamento cerâmico verifica-se: Os parâmetros relacionados com a plasticidade indicam que parte das pastas elaboradas com estes materiais argilosos têm uma trabalhabilidade aceitável, mas existem problemas de conformação e acentuada retracção num número significativo de amostras, devido à elevada plasticidade da maioria das amostras. A extrusão é satisfatória a óptima. A RMF e a retracção em seco assumem valores, respectivamente, moderados a baixos e moderados, embora seja necessário ter em conta o procedimento de extrusão dos provetes, sem dispositivo de vácuo. Todas as amostras foram sujeitas a cozedura a 900ºC, e um conjunto seleccionado foi cozido a 1000ºC e a 1100ºC. As fases mineralógicas ocorrentes após cozeduras a 900ºC e 1100ºC foram identificadas num conjunto de amostras, tendo-se evidenciado a coerência dessas fases, com a mineralogia das amostras em seco. Após cozedura a 900ºC, os valores de RMF das amostras satisfazem geralmente os valores mínimos, exigidos para o fabrico de tijolo, abobadilha e, com alguma frequência, de telha, como já se verificava com os valores daquela propriedade em seco. Os valores de retracção seco-cozido são em geral, modestos. A capacidade de absorção de água é maioritariamente elevada. A formação de vidro, sobretudo, condiciona o comportamento destas propriedades por cozedura dos provetes a 1000ºC e a 1100ºC. A coloração predominante em cru das matérias-primas argilosas amostradas é amarelo acastanhado a castanho avermelhado. Após cozedura a 900ºC, há um acentuado escurecimento e incremento no grau de vermelho. As cozeduras a 1000ºC e 1100ºC promovem escurecimento gradual, com ligeira influência na cor. O comportamento dos provetes após as cozeduras cerâmicas revelou-se homogéneo a cada uma das respectivas temperaturas, não se registando também defeitos significativos, nem eflorescências. A análise das amostras em termos composicionais e tecnológicos permitiu destacar as principais características e aspectos distintivos das matériasprimas, nas diferentes regiões definidas objectivando as diferentes potencialidades cerâmicas. Nesta abordagem comparativa foram consideradas só as amostras dos campos silte e silte arenoso, por serem aquelas com maior interesse para a Cerâmica de Construção. Nas colunas sedimentares das regiões de Tábua e Santa Quitéria constata-se a ocorrência de dois ritmos de sedimentação, que embora assumam características específicas em cada região, têm aspectos composicionais e tecnológicos em comum, traduzindo melhor aptidão cerâmica os ritmos inferiores. A conjugação da cartografia realizada com os estudos laboratoriais permite concluir que as regiões de Tábua e de Santa Quitéria serão as que têm maior potencial por explorar, em matéria-prima para Cerâmica de Construção, apesar da primeira já ser intensamente explorada. Na região de Tábua, as amostras têm como fases mineralógicas principais ilite e quartzo na mesma proporção média (35%) e caulinite (média=19%) que regista enriquecimento significativo na fracção argila (média=38%). As argilas desta região registam a cor em cru mais vermelha e pH mais ácido observados. O ritmo de sedimentação inferior, com esmectite e interestratificados e ligeiramente menos quartzoso, apresenta melhores propriedades cerâmicas. A composição mineralógica média das amostras da região de Santa Quitéria é próxima daquela da região de Tábua, mas menos caulinítica, em especial na sequência inferior, na qual o teor médio de caulinite na fracção argila (7%) é o mais baixo observado. Na região de Côja – Arganil, a actividade extractiva é significativa na bacia de Côja. Aqui, a exploração de novas áreas potenciais é condicionada pela cobertura conglomerática e por estruturas tectónicas e não tectónicas relacionadas com comportamento plástico. Na restante área desta região, os recursos argilosos são penalizados por material areno-conglomerático. As amostras desta região distinguem-se das restantes a nível textural pela maior fracção areia e mineralogicamente pela presença de clorite, teor reduzido de caulinite e elevado de feldspato. As potencialidades em barro vermelho na região de Sanguinheda não serão significativas, pois a Formação de Côja é predominantemente arcósica e a Formação de Campelo pouco espessa e conglomerática. As argilas com melhor aptidão cerâmica foram amostradas na região de Miranda do Corvo – Lousã. Na composição, estas amostras são as que contêm maior fracção de argila, maior teor de ilite e caulinite e menor de argilas expansivas. Registam os melhores valores nas características tecnológicas, nomeadamente a RMF e absorção de água. A consistência dos grupos amostrais e ritmos definidos em termos composicionais e tecnológicos é corroborada pelas técnicas de análise estatística multivariada aplicadas, que os identificam. As condições de amostragem na região de Tábua, permitiram a elaboração de uma coluna tipológica, na qual, a partir de uma caracterização expedita de amostras é possível identificar a sua afinidade com os ritmos argilosos definidos e, consequentemente, a sua situação na coluna sedimentar regional e aptidão cerâmica. A cartografia dos recursos argilosos potenciais, elaborada à escala 1:25.000, constitui um dos objectivos principais deste trabalho e nela constam unidades litológicas, nas quais são diferenciadas unidades argilosas tendo também em consideração a tipologia e guias mineralógicos resultantes da caracterização das amostras. As características composicionais destas unidades denotam diferente aptidão cerâmica e, portanto, permitem salientar as zonas com maior interesse económico.

Comportamento e durabilidade de telhas cerâmicas em ambiente marítimo

As telhas cerâmicas são muito utilizadas há séculos no revestimento de coberturas inclinadas em Portugal e em muitos outros países. Alguns casos de degradação acelerada têm vindo a afectar a durabilidade das telhas. Para avaliar o desempenho de telhas cerâmicas em ambiente marítimo foi desenvolvido um estudo experimental baseado em ensaios de envelhecimento artificial acelerado. Este estudo compreende a caracterização de diversos tipos de telhas cerâmicas, o desenvolvimento e realização de ensaios de envelhecimento acelerado realizados em câmara de nevoeiro salino, a avaliação da degradação provocada pelos ensaios acelerados e a comparação com a degradação sofrida por telhas em exposição natural. O estudo pretende reproduzir em laboratório os mecanismos de degradação observados em condições reais e identificar as características mais afectadas, procurando relações significativas entre grandezas relevantes medidas nos materiais antes e depois da acção dos agentes externos. Pretende-se também, com base na análise comparativa dos resultados dos ensaios de envelhecimento sobre diferentes tipos de telhas, identificar parâmetros de composição e de fabrico que contribuem para a degradação e fornecer assim à indústria dados relevantes para melhorar a durabilidade das telhas.

Acompanhamento dos trabalhos de reabilitação de espaços exteriores à Casa Museu dos Patudos e edifício de apoio: Câmara Municipal de Alpiarça

Relatório de Estágio para obtenção de grau de Mestre em Engenharia Civil Perfil de Edificações

Reabilitação de edifícios: enquadramento e estudo da reabilitação num grupo empresarial

Dissertação para obtenção do grau de Mestre em Engenharia Civil na Área de Especialização em Edificações