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This paper explores room temperature and low temperature properties of epoxy intumescent PFP coatings. Tensile properties and adhesion values down to –40°C were measured and will be discussed. Comparison between flexible, tough PFP coatings and hard, brittle PFP coatings will be presented.
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Exhaustive testing has been conducted and reported previously on UNS N06055 in corrosion 2014 paper number 4223. These data support the use of UNS N06055 for nuclear applications where resistance-to-cracking during fabrication and resistance to primary water stress corrosion cracking (PWSCC) in service are of paramount importance.
The 6XXX aluminum alloys are magnesium and silicon alloys that are widely used in several applications for their attractive mechanical properties. However, there are some problems associated with the welding of aluminum alloys. Aluminum alloys are difficult to weld due to their high thermal conductivity and high thermal expansion. The weldability of aluminum alloys varies significantly, depending on its chemical composition. In this paper, an experimental investigation studies the effect of heat treatment on mechanical properties of 6063 aluminum alloy for a single pass of Activated Tungsten Inert Gas (ATIG) welding. A thin layer of flux was applied to the welding area. Using ATIG, using the edge preparation, time and power consumption, shielding gas amount and wire quantity can be considerably reduced. Moreover, the number of joints per shift can be increased. No degradation in the microstructure and mechanical properties of the ATIG welds have been observed compared to those produced by conventional TIG welding. The optimal ageing parameters (temperature-time) have been determined to improve the mechanical properties. Taguchi method used to optimize the ageing parameters to improve the mechanical properties.
HISTORICAL DOCUMENT. This NACE International/SSPC joint standard practice covers the preparation of concrete surfaces before the application of protective coating or lining systems. The standard includes two updated tables, Table 1 details classes of surface preparation, and Table 2 provides minimum acceptance criteria for concrete surfaces before coatings are applied and relevant test methods. The updated Appendix (nonmandatory) includes two additional tables, Table A1 provides typical surface properties of finished concrete, and Table A2 provides an extensive list of surface preparation methods for concrete surfaces. This standard should be used by specifiers, applicators, inspectors, and others who are responsible for defining a standard degree of cleanliness, strength, profile, and dryness of prepared concrete surfaces.
Esta norma conjunta da SSPC/NACE International aborda a preparação de superfícies de concreto antes da aplicação de revestimento ou sistemas de proteção. Esta norma deve ser usada pelos especificadores, aplicadores, inspetores e outros responsáveis por definir um grau padrão de limpeza, resistência, perfil e secura de superfícies de concreto preparadas.
Tensile pull-off adhesion testing is becoming a more frequent specification requirement for in situ quality assurance testing to confirm proper surface preparation and adhesion of high performance protective linings applied to concrete. It is also becoming a widely used test for forensic analysis of protective linings in existing installations. There have been numerous investigations leading to the development of different devices and test pull-off adhesion methods used to assess bond strengths of mortars and overlay materials
Long weld neck flanges, self-reinforced forged connections (SRCs), forged Y-rings and other specialforgings are widely used in pressure-vessel fabrications for Oil and Gas industry. ASTM(1) A-350 LF2Class 1 is one of the most common materials specified for these tailor-made components, especially forSRCs on pressure vessels with toughness requirements, as this material warranties 20 Joules (averageof three specimens) at -46 ºC. However, in recent years there has been growing concern in the industryas a result of the increasing number of cases of low toughness and low tensile strength issues withmaterials certified as ASTM A-350 LF2. This is fostering the definition of additional requirements to theASTM to minimize the risk.The complexity of the metallurgical processes involved in mechanical properties deterioration, wheremultiple variables interact, mandates to implement control majors during the fabrication of ASTM A-350forging materials. This paper introduces some guidelines to enhance the quality control and mechanicaltesting reliability in the certification process of special forgings carried out by manufacturers. Theseguidelines can be applied to not only to those made of ASTM A-350, but also to ASTM A-266 and ASTMA-765
This AMPP standard covers the preparation of concrete surfaces before the application of protective coating or lining systems. This standard should be used by specifiers, applicators, inspectors, and others who are responsible for defining a standard degree of cleanliness, strength, profile, and dryness of prepared concrete surfaces.
Then design professionals, or prospective users of polymeric flooring and coating systems review product data sheets, they rely largely on reported test values to make decision as to the appropriateness of a particular product. They review physical strength characteristics such compressive and tensile strength to make a determination if a particular product possesses the required properties to provide the intended service on a project.