翻訳と辞書 Words near each other ・ Proper speed ・ Proper time ・ Proper transfer function ・ Proper velocity ・ Proper zero-signal collector current ・ Propercarina ・ Properdin ・ Properdin deficiency ・ Properidine ・ Properigea ・ Properigea albimacula ・ Properigea loculosa ・ Properly discontinuous action ・ Propertarianism ・ Properties and finances of the Church of England ・ Properties of concrete ・ Properties of metals, metalloids and nonmetals ・ Properties of polynomial roots ・ Properties of the Holy See ・ Properties of water ・ Properties on the Alabama Register of Landmarks and Heritage by county (Autauga–Choctaw) ・ Properties on the Alabama Register of Landmarks and Heritage by county (Clarke–Dallas) ・ Properties on the Alabama Register of Landmarks and Heritage by county (DeKalb–Jackson) ・ Properties on the Alabama Register of Landmarks and Heritage by county (Jefferson–Macon) ・ Properties on the Alabama Register of Landmarks and Heritage by county (Madison–Perry) ・ Properties on the Alabama Register of Landmarks and Heritage by county (Pickens–Winston) ・ Propertini ・ Propertius ・ Propertius (skipper) ・ Property Dictionary Lists mini英和辞書 mini和英辞書 Webster 1913 Latin-English FOLDOC Wikipedia English ウィキペディア

翻訳と辞書　辞書検索 [ 開発暫定版 ] スポンサード リンク Properties of concrete ： ウィキペディア英語版 Properties of concrete Concrete has relatively high compressive strength, but significantly lower tensile strength, and as such is usually reinforced with materials that are strong in tension (often steel). The elasticity of concrete is relatively constant at low stress levels but starts decreasing at higher stress levels as matrix cracking develops. Concrete has a very low coefficient of thermal expansion, and as it matures concrete shrinks. All concrete structures will crack to some extent, due to shrinkage and tension. Concrete which is subjected to long-duration forces is prone to creep. Tests can be made to ensure the properties of concrete correspond to specifications for the application. The density of concrete varies, but is around . As a result, without compensating, concrete would almost always fail from tensile stresses – even when loaded in compression. The practical implication of this is that concrete elements subjected to tensile stresses must be reinforced with materials that are strong in tension. Reinforced concrete is the most common form of concrete. The reinforcement is often steel, rebar (mesh, spiral, bars and other forms). Structural fibers of various materials are available. Concrete can also be prestressed (reducing tensile stress) using internal steel cables (tendons), allowing for beams or slabs with a longer span than is practical with reinforced concrete alone. Inspection of existing concrete structures can be non-destructive if carried out with equipment such as a Schmidt hammer, which is sometimes used to estimate relative concrete strengths in the field. The ultimate strength of concrete is influenced by the water-cementitious ratio ''(w/cm)'', the design constituents, and the mixing, placement and curing methods employed. All things being equal, concrete with a lower water-cement (cementitious) ratio makes a stronger concrete than that with a higher ratio. The total quantity of cementitious materials (portland cement, slag cement, pozzolans) can affect strength, water demand, shrinkage, abrasion resistance and density. All concrete will crack independent of whether or not it has sufficient compressive strength. In fact, high Portland cement content mixtures can actually crack more readily due to increased hydration rate. As concrete transforms from its plastic state, hydrating to a solid, the material undergoes shrinkage. Plastic shrinkage cracks can occur soon after placement but if the evaporation rate is high they often can actually occur during finishing operations, for example in hot weather or a breezy day. In very high-strength concrete mixtures (greater than 70 MPa) the crushing strength of the aggregate can be a limiting factor to the ultimate compressive strength. In lean concretes (with a high water-cement ratio) the crushing strength of the aggregates is not so significant. The internal forces in common shapes of structure, such as arches, vaults, columns and walls are predominantly compressive forces, with floors and pavements subjected to tensile forces. Compressive strength is widely used for specification requirement and quality control of concrete. Engineers know their target tensile (flexural) requirements and will express these in terms of compressive strength. Wired.com reported on April 13, 2007 that a team from the University of Tehran, competing in a contest sponsored by the American Concrete Institute, demonstrated several blocks of concretes with abnormally high compressive strengths between at 28 days. The blocks appeared to use an aggregate of steel fibres and quartz – a mineral with a compressive strength of 1100 MPa, much higher than typical high-strength aggregates such as granite (). Reactive Powder Concrete, also known as Ultra-High Performance Concrete, can be even stronger, with strengths of up to 800 MPa (116,000 PSI). These are made by eliminating large aggregate completely, carefully controlling the size of the fine aggregates to ensure the best possible packing, and incorporating steel fibers (sometimes produced by grinding steel wool) into the matrix. Reactive Powder Concretes may also make use of silica fume as a fine aggregate. Commercial Reactive Powder Concretes are available in the strength range. ==Elasticity== The modulus of elasticity of concrete is a function of the modulus of elasticity of the aggregates and the cement matrix and their relative proportions. The modulus of elasticity of concrete is relatively constant at low stress levels but starts decreasing at higher stress levels as matrix cracking develops. The elastic modulus of the hardened paste may be in the order of 10-30 GPa and aggregates about 45 to 85 GPa. The concrete composite is then in the range of 30 to 50 GPa. The American Concrete Institute allows the modulus of elasticity to be calculated using the following equation: :$E\_c=33w\_c^\backslash sqrt$ (psi) where :$w\_c=$weight of concrete (pounds per cubic foot) and where $90\backslash frac^3\}\backslash leq\; w\_c\backslash leq155\backslash frac^3\}$ :$f\text{'}\_c=$compressive strength of concrete at 28 days (psi) This equation is completely empirical and is not based on theory. Note that the value of ''Ec'' found is in units of psi. For normal weight concrete (defined as concrete with a ''wc'' of 150 lb/ft3 and subtracting 5 lb/ft3 for steel) ''Ec'' is permitted to be taken as $57000\backslash sqrt$. The publication used by structural bridge engineers is the AASHTO Load and Resistance Factor Design Manual, or "LRFD." From the LRFD, section 5.4.2.4, ''Ec'' is determined by: :$E\_c=33000K\_1w\_c^\backslash sqrt$ (ksi) where :$K\_1=$ correction factor for aggregate source (taken as 1.0 unless determined otherwise) :$w\_c=$ weight of concrete (kips per cubic foot), where $0.090\backslash frac^3\}\backslash leq\; w\_c\backslash leq0.155\backslash frac^3\}$ and $f\_y\backslash leq15.0\backslash frac^2\}$ :$f\text{'}\_c=$ specified compressive strength of concrete at 28 days (ksi) For normal weight concrete (''wc''=0.145 kips per cubic feet) ''Ec'' may be taken as: :$E\_c=1820\backslash sqrt$ (ksi) 抄文引用元・出典: フリー百科事典『 ウィキペディア（Wikipedia）』 ■ウィキペディアで「Properties of concrete」の詳細全文を読む スポンサード リンク 翻訳と辞書 : 翻訳のためのインターネットリソース Copyright(C) kotoba.ne.jp 1997-2016. All Rights Reserved.