The Concrete Production and Testing Ontology (CPTO) is created in the project LeBeDigital. It describes the production chain of concrete, starting with the mix design through curing and testing. It consist of the domain specific ontology CPTO as a basis for a set of knowledge graph templates to describe process steps like mixing process, hardening and storage or compressive strength testing. The CPTO is based on PMDco 2.0.
This ontology has the following classes and properties.
IRI: https://w3id.org/cpto/Addition
IRI: https://w3id.org/cpto/Additives
DIN EN 206
a substance added to another in relatively small amounts to impart or improve desirable properties or suppress undesirable properties.
IRI: https://w3id.org/cpto/Admixture
Material added during the mixing process of concrete in small quantities related to the mass of cement to modify the properties of fresh or hardened concrete.
IRI: https://w3id.org/cpto/Aggregate
Natural, artificial, reclaimed or recycled granular mineral constituent suitable for use in concrete.
IRI: https://w3id.org/cpto/AggregateSize
Designation of aggregate in terms of lower (d) and upper (D) sieve sizes expressed as d/D.
IRI: https://w3id.org/cpto/Air
Stoffgemisch aus verschiedenen Gasen
IRI: https://w3id.org/cpto/AllInAggregate
Aggregate consisting of a mixture of coarse and fine aggregates with D greater than 4 mm and d = 0.
IRI: https://w3id.org/cpto/Batch
The quantity of fresh concrete produced in one cycle of operations of a mixer or the quantity discharged during 1 min from a continous mixer.
IRI: https://w3id.org/cpto/BlastFurnaceSlag
Blast furnace slag is a by-product of pig iron production through thermochemical reduction processes at around 1500C in a blast furnace.
IRI: https://w3id.org/cpto/Calorimeter
Instrument for measuring heat exchange during a chemical reaction, such as the quantity of heat liberated by the combustion of a fuel or hydration of a cement.
IRI: https://w3id.org/cpto/CastingDevice
Device or tool used to cast concrete.
IRI: https://w3id.org/cpto/Cement
A finely ground inorganic material which, when mixed with water, forms a paste that sets and hardens by means of hydration reactions and proesses and which, after hardening, retains its strength and stability even under water.
IRI: https://w3id.org/cpto/CharacteristicStrength
Value of strength below which 5 % of the population of all possible strength determinations of the volume of concrete under consideration, are expected to fall.
IRI: https://w3id.org/cpto/CompositeMaterial
Engineering materials made from two or more constituent materials that remain distinct but combine to form materials with properties not possessed by any of the constituent materials individually.
IRI: https://w3id.org/cpto/CompressiveStrengthCube
The compressive strength of concrete in MPa (N/mm^2) determind using cube specimens.
IRI: https://w3id.org/cpto/CompressiveStrengthCylinder
The compressive strength of concrete in MPa (N/mm^2) determind using cylinder specimens.
IRI: https://w3id.org/cpto/CompressiveStregthClass
Classification comprising the type of concrete (normal-weight and heavy-weight or lightweight), the minimum characteristic cylinder strength (150 mm diameter by 300 mm length) and the minimum characteristic cube strength (150 mm edge length).
IRI: https://w3id.org/cpto/CompressiveTestingMachine
machine to conduct a compressive strength test; the control and monitoring of the test, the measurements, and the data processing are usually undertaken by computer
IRI: https://w3id.org/cpto/Concrete
Material formed by mixing cement, coarse and fine aggregate and water, with or without the incorporation of admixtures and additions, which develops ist properties by hydration of the cement.
IRI: https://w3id.org/cpto/ConcreteCompressiveStrength
The measured maximum resistance of a concrete specimen to axial compressive loading.
IRI: https://w3id.org/cpto/ConcreteManufacturer
Person or body producing fresh concrete.
IRI: https://w3id.org/cpto/ConcreteMixer
A machine used for blending the raw materials of concrete, grout, mortar, cement paste, or other mixture.
IRI: https://w3id.org/cpto/ConfirmityTest
Test performed by the producer to assess conformity of the concrete.
IRI: https://w3id.org/cpto/Consistency
Measure of the stiffness and workability of fresh concrete.
IRI: https://w3id.org/cpto/ConsistencyClass
Classification of the consistency of fresh concrete.
IRI: https://w3id.org/cpto/Content
Die Menge an Material im Beton bezogen auf 1 Kubikmeter
IRI: https://w3id.org/cpto/Customer
Person or body using fresh concrete in the execution of a construction or an element.
IRI: https://w3id.org/cpto/DegreeOfCompactability
IRI: https://w3id.org/cpto/DegreeOfCompactabilityClass
Classification of consistency by determining the degree of compaction.
IRI: https://w3id.org/cpto/Delivery
The process of handing over the fresh concrete by the producer.
IRI: https://w3id.org/cpto/DesignedConcrete
Concrete for which the required properties and additional characteristics are specified to the producer who is responsible for providing a concrete confirming to the required properties and additional characteristics.
IRI: https://w3id.org/cpto/DestructiveTesting
Testing for chemical and/or physical properties where materials were destroyed or changed in the process.
IRI: https://w3id.org/cpto/DeterminationOfCompressiveStrength
Testing of the compressive strength on test cubes or cylinders, which are subjected to compression in a compression testing machine at a specified loading rate until fracture.
IRI: https://w3id.org/cpto/DeterminationOfHeatOfHydration
IRI: https://w3id.org/cpto/DeterminationOfSecantModulusOfElasticity
Determination of the modulus of elasticity on cylinder or prismatic specimens loaded under axial compression in a compression testing machine. The stresses and strains are recorded. The slope of the secant to the stress-strain curve is determined at first loading (Method A only) and after three loading cycles (Methods A and B).
IRI: https://w3id.org/cpto/DINStandard
Voluntary standard developed under the direction of the German Institute for Standardization (DIN) in which tangible and intangible objects are standardized.
IRI: https://w3id.org/cpto/ENStandard
Standard published by one of the following Institutions: CEN (Comite Europeen de Normalisation) CENELEC (European Committee for Electronical Standards) ETSI (European Telecommunications Standard Institute).
IRI: https://w3id.org/cpto/EntrainedAir
Microscopic air bubbles intentionally incorporated in concrete during mixing, usually by use of a surface active agent; typically between 10 micrometer and 300 micrometer in diameter and spherical or nearly so.
IRI: https://w3id.org/cpto/EntrappedAir
Air voids in concrete which are not purposely entrained.
IRI: https://w3id.org/cpto/EquivalentWaterCementRatio
Ratio by mass of the effective water content to the combined cement content and the k-value to take into account additions.
IRI: https://w3id.org/cpto/EvaluationOfConfirmity
Systematic examination of the extent to which a product fulfils specified requirements.
IRI: https://w3id.org/cpto/ExposureClass
vgl: Umwelteinfluesse/Einwirkungen aus der Umgebung vgl: environmental actions
Classification of those chemical and physical actions to which the concrete is exposed and which result in effects on the concrete or reinforcement or embedded metal that are not considered as loads in structural design.
IRI: https://w3id.org/cpto/Extensometer
E-Modul Norm bzgl. engl. Bezeichnung
Used to measure the distance between an object and a reference point or changes in length.
IRI: https://w3id.org/cpto/Fibres
IRI: https://w3id.org/cpto/FinesInConcrete
Sum of solid materials in fresh concrete with particle sizes less than or equal to 0,125 mm.
IRI: https://w3id.org/cpto/FlowClass
Classification of consistency by determining the flow spread.
IRI: https://w3id.org/cpto/FlowSpread
Mean diameter of the spread of fresh concrete from a standardized slump cone.
IRI: https://w3id.org/cpto/FlowTableTest
This test determines the consistency of fresh concrete by measuring the spread of concrete on a flat slab dropped onto a frame.
IRI: https://w3id.org/cpto/FlyAsh
Fine gray powder consisting mostly of spherical, glassy particles that are produced as a byproduct in coal-fired power stations.
IRI: https://w3id.org/cpto/FreshConcrete
Concrete which is fully mixed and still in a condition that is capable of being compacted by the chosen method.
IRI: https://w3id.org/cpto/GGBS/GGBFS
Syn.: granulierte Hochofenschlacke
Ground granulated blast furnace slag is produced by rapid cooling of a molten slag formed during pig iron production.
IRI: https://w3id.org/cpto/HardenedConcrete
Concrete which is in a solid state and which has developed a certain strength.
IRI: https://w3id.org/cpto/Heat
IRI: https://w3id.org/cpto/HeatOfHydration
IRI: https://w3id.org/cpto/HeavyWeightAggregate
Aggregate with an oven-dry particle density >= 3000 kg/dm3 when determined according to EN 1097-6.
IRI: https://w3id.org/cpto/HeavyWeightConcrete
Concrete having an oven-dry density greater than 2600 kg/m3.
IRI: https://w3id.org/cpto/IdentityTest
Test to determine whether selected batches or loads come from a conforming population.
IRI: https://w3id.org/cpto/InSituConcrete
Concrete that hardens on the site where it is used. In-situ concrete is delivered to the construction site as ready-mixed concrete by truck mixers or mixed on site as site-mixed concrete.
IRI: https://w3id.org/cpto/InitialTest
Test or tests to check before the production starts how a new concrete or concrete family shall be composed in order to meet all the specified requirements in the fresh and hardened states.
IRI: https://w3id.org/cpto/InorganicMaterial
Chemical compounds that usually don't contain carbon
IRI: https://w3id.org/cpto/kValueAccountingForFlyAsh
Eligibility of fly ash on the cement content and the water-cement ratio.
IRI: https://w3id.org/cpto/kValueAccountingForFlyAsh+SilicaFume
Eligibility of fly ash + silica fume on the cement content and the water-cement ratio.
IRI: https://w3id.org/cpto/kValueAccountingForSilicaFume
Eligibility of silica fume on the cement content and the water-cement ratio.
IRI: https://w3id.org/cpto/kValueAccountingForTypeIIAdditons
Eligibility of Type II additives on the cement content and the water-cement ratio.
IRI: https://w3id.org/cpto/LightWeightAggregate
Aggregate of mineral origin having an oven-dry particle density =< 2000 kg/dm3 when determined according to EN 1097-6 or a loose buld-density =< 1200 kg/dm3 when determined according to EN 1097-3.
IRI: https://w3id.org/cpto/LightweightConcrete
Concrete having an oven-dry density of not less than 800 kg/m3 and not more than 2000 kg/m3.
IRI: https://w3id.org/cpto/LimestonePowder
Finely ground limestone that can be used as an addition to cover a deficit in the amount of fines in concrete.
IRI: https://w3id.org/cpto/MaterialComposition
IRI: https://w3id.org/cpto/MeasurementInstrumentPreparation
Preparation of a Measuring isntrument to be used for measuring, e.g. dampening or placement of forms.
IRI: https://w3id.org/cpto/MeasuringNode
IRI: https://w3id.org/cpto/MetallicMaterial
Zu den chemischen Elementen gehoerender, nicht durchsichtiger, Waerme und Elektrizitaet gut leitender, fester, dehn- und schmelzbarer Stoff.
IRI: https://w3id.org/cpto/Mortar
Mixture of binder, water and aggregate with a maximum grain size of 4 mm, which solidifies and hardens after a certain time due to hydration.
IRI: https://w3id.org/cpto/NonAgitatingEquipment
Equipment used for transporting concrete without agitation.
IRI: https://w3id.org/cpto/NonDestructiveTesting
Testing for chemical and/or physical properties where materials were not destroyed or changed in the process.
IRI: https://w3id.org/cpto/NonMetalicMaterial
Zu den chemischen Elementen gehoerender Stoff, der leicht Elektronen aufnimmt; als Gas, Fluessigkeit oder in kristalliner Form vorliegt und elektrischen Strom und Waerme im allgemeinen schlecht leitet.
IRI: https://w3id.org/cpto/NormalWeightAggregate
Aggregate with an oven-dry particle density > 2000 kg/dm3 and < 3000 kg/dm3 when determined according to EN 1097-6.
IRI: https://w3id.org/cpto/NormalWeightConcrete
Concrete having an oven-dry density greater than 2000 kg/m3 but not exceeding 2600 kg/m3.
IRI: https://w3id.org/cpto/OrganicMaterial
Chemical compounds that usually contain carbon.
IRI: https://w3id.org/cpto/PassingAbility
Ability of fresh concrete to flow through tight openings such as spaces between steel reinforcing bars without segregation or blocking.
IRI: https://w3id.org/cpto/Pigments
Fine-grained inorganic or organic solid particles with a diameter of about 0.1 to 1.0 �m used for coloring concrete, mortar or a transparent binder. Color pigments for concrete are inert concrete type I additions according to DIN 1045-2.
IRI: https://w3id.org/cpto/PolymerFibres
Straight or deformed pieces of extruded, orientated and cut material, which are suitable to be homogenously mixed into concrete.
IRI: https://w3id.org/cpto/PrecastElement
concrete product cast and cured in a place other than the final location of use
IRI: https://w3id.org/cpto/PrescribedConcrete
Concrete for which the composition of the concrete and the constituent materials to be used are specified to the producer who is responsible for providing a concrete with the specified composition.
IRI: https://w3id.org/cpto/QuantityInMix
Quantitative quantity specification for substances in chemistry.
IRI: https://w3id.org/cpto/QuartzFlour
Finely ground quartz with a grain size =< 0.25 mm.
IRI: https://w3id.org/cpto/ReadyMixedConcrete
Concrete delivered in a fresh state by a person or body who is not the user. Ready-mixed concrete in the sense of DIN EN 206 is also concrete produced off site by the user or produced on site. But not by the user.
IRI: https://w3id.org/cpto/ReclaimedCrushedAggregate
Aggregate gained by crushing hardened concrete that has not been previously used in construction.
IRI: https://w3id.org/cpto/ReclaimedWashedAggregate
Aggregates gained by washing fresh concrete.
IRI: https://w3id.org/cpto/RecycledAggregate
Aggregate resulting from the processing of inorganic material previously used in construction.
IRI: https://w3id.org/cpto/RelativeDensity
Verhaeltnis der Dichte eines Stoffes oder einer Mischung zur Bezugsdichte eines Bezugsstoffes [-]
IRI: https://w3id.org/cpto/SegregationResistance
Ability of fresh concrete to remain homogeneous in composition while in its fresh state.
IRI: https://w3id.org/cpto/SelfcompactingConcrete
Concrete that is able to flow and compact under its own weight, fill the formwork with its reinforcement, ducts, boxouts etc., whilst maintaining homogeneity.
IRI: https://w3id.org/cpto/SilicaFume
Very fine non-crystalline silica produced in electric arc furnaces as a by-product of the production of elemental silicon or alloys containing silicon.
IRI: https://w3id.org/cpto/Site
Syn: construction site
Area where the construction work is undertaken.
IRI: https://w3id.org/cpto/SiteMixedConcrete
Concrete produced on the construction site by the user of the concrete for his own use.
IRI: https://w3id.org/cpto/SlagCement
Syn.: Huettenzement
Normal cement containing between 36 and 95 percent ground granulated blast furnace slag instead of Portland cement clinker.
IRI: https://w3id.org/cpto/SlumpClass
IRI: https://w3id.org/cpto/SlumpFlow
Mean diameter of the spread of fresh concrete from a standardized slump cone.
IRI: https://w3id.org/cpto/SpecificGravity
Weight of a body in relation to its volume.
IRI: https://w3id.org/cpto/SpecimenAge
IRI: https://w3id.org/cpto/StandardizedPrescribedConcrete
Prescribed concrete for which the composition is given in a standard valid in the place of use of the concrete.
IRI: https://w3id.org/cpto/SteelFibres
Straight or deformed pieces of cold-drawn steel wire, straight or deformed cut sheet fibres, melt extracted fibres, shaved cold drawn wire fibres or fibres milled from steel blocks, which are suitable to be homogeneously mixed into concrete.
IRI: https://w3id.org/cpto/StressRate
IRI: https://w3id.org/cpto/TensileSplittingStrength
A cylindrical specimen is exposed to a compressive load applied in a narrow strip along the longitudinal axis of the specimen. The resulting orthogonal tensile force causes the specimen to fracture under tensile stress.
IRI: https://w3id.org/cpto/TruckMixer
Concrete mixer mounted on a self-propelled chassis capable of mixing and delivering a homogeneous concrete.
IRI: https://w3id.org/cpto/TypeIAddition
nearly inert additions
IRI: https://w3id.org/cpto/TypeIIAdition
pozzolanic or latent hydraulic additions
IRI: https://w3id.org/cpto/VebeClass
IRI: https://w3id.org/cpto/Verification
Confirmation by examination of objective evidence that specified requirements have been fulfilled.
IRI: https://w3id.org/cpto/ViscosityOfConcrete
Resistance to flow of fresh concrete once flow has started.
IRI: https://w3id.org/cpto/Volume
raeumlicher Inhalt eines geometrischen Koerpers
IRI: https://w3id.org/cpto/Water
Chemical compound of oxygen (O) and hydrogen (H) in the liquid state of aggregation
IRI: https://w3id.org/cpto/WaterCementRatio
ratio of the effective water content to cement content by mass in the fresh concrete
IRI: http://purl.org/dc/terms/bibliographicCitation
IRI: http://purl.org/dc/terms/created
IRI: http://purl.org/dc/terms/creator
IRI: http://www.w3.org/ns/prov#definition
IRI: https://w3id.org/cpto/definition
IRI: http://purl.org/dc/terms/license
IRI: http://purl.org/dc/terms/source
IRI: https://w3id.org/cpto/source
IRI: http://purl.org/dc/terms/title
IRI: https://w3id.org/cpto/CEM_I_32,5_N
IRI: https://w3id.org/cpto/CEM_I_32,5_R
IRI: https://w3id.org/cpto/CEM_I_42,5_N
IRI: https://w3id.org/cpto/CEM_I_42,5_R
IRI: https://w3id.org/cpto/CEM_I_52,5_N
IRI: https://w3id.org/cpto/CEM_I_52,5_R
IRI: https://w3id.org/cpto/CEM_II_A-D_32,5_N
IRI: https://w3id.org/cpto/CEM_II_A-D_32,5_R
IRI: https://w3id.org/cpto/CEM_II_A-D_42,5_N
IRI: https://w3id.org/cpto/CEM_II_A-D_42,5_R
IRI: https://w3id.org/cpto/CEM_II_A-D_52,5_N
IRI: https://w3id.org/cpto/CEM_II_A-D_52,5_R
IRI: https://w3id.org/cpto/CEM_II_A-L_32,5_N
IRI: https://w3id.org/cpto/CEM_II_A-L_32,5_R
IRI: https://w3id.org/cpto/CEM_II_A-L_42,5_N
IRI: https://w3id.org/cpto/CEM_II_A-L_42,5_R
IRI: https://w3id.org/cpto/CEM_II_A-L_52,5_N
IRI: https://w3id.org/cpto/CEM_II_A-L_52,5_R
IRI: https://w3id.org/cpto/CEM_II_A-LL_32,5_N
IRI: https://w3id.org/cpto/CEM_II_A-LL_32,5_R
IRI: https://w3id.org/cpto/CEM_II_A-LL_42,5_N
IRI: https://w3id.org/cpto/CEM_II_A-LL_42,5_R
IRI: https://w3id.org/cpto/CEM_II_A-LL_52,5_N
IRI: https://w3id.org/cpto/CEM_II_A-LL_52,5_R
IRI: https://w3id.org/cpto/CEM_II_A-M_32,5_N
IRI: https://w3id.org/cpto/CEM_II_A-M_32,5_R
IRI: https://w3id.org/cpto/CEM_II_A-M_42,5_N
IRI: https://w3id.org/cpto/CEM_II_A-M_42,5_R
IRI: https://w3id.org/cpto/CEM_II_A-M_52,5_N
IRI: https://w3id.org/cpto/CEM_II_A-M_52,5_R
IRI: https://w3id.org/cpto/CEM_II_A-P_32,5_N
IRI: https://w3id.org/cpto/CEM_II_A-P_32,5_R
IRI: https://w3id.org/cpto/CEM_II_A-P_42,5_N
IRI: https://w3id.org/cpto/CEM_II_A-P_42,5_R
IRI: https://w3id.org/cpto/CEM_II_A-P_52,5_N
IRI: https://w3id.org/cpto/CEM_II_A-P_52,5_R
IRI: https://w3id.org/cpto/CEM_II_A-Q_32,5_N
IRI: https://w3id.org/cpto/CEM_II_A-Q_32,5_R
IRI: https://w3id.org/cpto/CEM_II_A-Q_42,5_N
IRI: https://w3id.org/cpto/CEM_II_A-Q_42,5_R
IRI: https://w3id.org/cpto/CEM_II_A-Q_52,5_N
IRI: https://w3id.org/cpto/CEM_II_A-Q_52,5_R
IRI: https://w3id.org/cpto/CEM_II_A-S_32,5_N
IRI: https://w3id.org/cpto/CEM_II_A-S_32,5_R
IRI: https://w3id.org/cpto/CEM_II_A-S_42,5_N
IRI: https://w3id.org/cpto/CEM_II_A-S_42,5_R
IRI: https://w3id.org/cpto/CEM_II_A-S_52,5_N
IRI: https://w3id.org/cpto/CEM_II_A-S_52,5_R
IRI: https://w3id.org/cpto/CEM_II_A-T_32,5_N
IRI: https://w3id.org/cpto/CEM_II_A-T_32,5_R
IRI: https://w3id.org/cpto/CEM_II_A-T_42,5_N
IRI: https://w3id.org/cpto/CEM_II_A-T_42,5_R
IRI: https://w3id.org/cpto/CEM_II_A-T_52,5_N
IRI: https://w3id.org/cpto/CEM_II_A-T_52,5_R
IRI: https://w3id.org/cpto/CEM_II_A-V_32,5_N
IRI: https://w3id.org/cpto/CEM_II_A-V_32,5_R
IRI: https://w3id.org/cpto/CEM_II_A-V_42,5_N
IRI: https://w3id.org/cpto/CEM_II_A-V_42,5_R
IRI: https://w3id.org/cpto/CEM_II_A-V_52,5_N
IRI: https://w3id.org/cpto/CEM_II_A-V_52,5_R
IRI: https://w3id.org/cpto/CEM_II_A-W_32,5_N
IRI: https://w3id.org/cpto/CEM_II_A-W_32,5_R
IRI: https://w3id.org/cpto/CEM_II_A-W_42,5_N
IRI: https://w3id.org/cpto/CEM_II_A-W_42,5_R
IRI: https://w3id.org/cpto/CEM_II_A-W_52,5_N
IRI: https://w3id.org/cpto/CEM_II_A-W_52,5_R
IRI: https://w3id.org/cpto/CEM_II_B-L_32,5_N
IRI: https://w3id.org/cpto/CEM_II_B-L_32,5_R
IRI: https://w3id.org/cpto/CEM_II_B-L_42,5_N
IRI: https://w3id.org/cpto/CEM_II_B-L_42,5_R
IRI: https://w3id.org/cpto/CEM_II_B-L_52,5_N
IRI: https://w3id.org/cpto/CEM_II_B-L_52,5_R
IRI: https://w3id.org/cpto/CEM_II_B-LL_32,5_N
IRI: https://w3id.org/cpto/CEM_II_B-LL_32,5_R
IRI: https://w3id.org/cpto/CEM_II_B-LL_42,5_N
IRI: https://w3id.org/cpto/CEM_II_B-LL_42,5_R
IRI: https://w3id.org/cpto/CEM_II_B-LL_52,5_N
IRI: https://w3id.org/cpto/CEM_II_B-LL_52,5_R
IRI: https://w3id.org/cpto/CEM_II_B-M_32,5_N
IRI: https://w3id.org/cpto/CEM_II_B-M_32,5_R
IRI: https://w3id.org/cpto/CEM_II_B-M_42,5_N
IRI: https://w3id.org/cpto/CEM_II_B-M_42,5_R
IRI: https://w3id.org/cpto/CEM_II_B-M_52,5_N
IRI: https://w3id.org/cpto/CEM_II_B-M_52,5_R
IRI: https://w3id.org/cpto/CEM_II_B-P_32,5_N
IRI: https://w3id.org/cpto/CEM_II_B-P_32,5_R
IRI: https://w3id.org/cpto/CEM_II_B-P_42,5_N
IRI: https://w3id.org/cpto/CEM_II_B-P_42,5_R
IRI: https://w3id.org/cpto/CEM_II_B-P_52,5_N
IRI: https://w3id.org/cpto/CEM_II_B-P_52,5_R
IRI: https://w3id.org/cpto/CEM_II_B-Q_32,5_N
IRI: https://w3id.org/cpto/CEM_II_B-Q_32,5_R
IRI: https://w3id.org/cpto/CEM_II_B-Q_42,5_N
IRI: https://w3id.org/cpto/CEM_II_B-Q_42,5_R
IRI: https://w3id.org/cpto/CEM_II_B-Q_52,5_N
IRI: https://w3id.org/cpto/CEM_II_B-Q_52,5_R
IRI: https://w3id.org/cpto/CEM_II_B-S_32,5_N
IRI: https://w3id.org/cpto/CEM_II_B-S_32,5_R
IRI: https://w3id.org/cpto/CEM_II_B-S_42,5_N
IRI: https://w3id.org/cpto/CEM_II_B-S_42,5_R
IRI: https://w3id.org/cpto/CEM_II_B-S_52,5_N
IRI: https://w3id.org/cpto/CEM_II_B-S_52,5_R
IRI: https://w3id.org/cpto/CEM_II_B-T_32,5_N
IRI: https://w3id.org/cpto/CEM_II_B-T_32,5_R
IRI: https://w3id.org/cpto/CEM_II_B-T_42,5_N
IRI: https://w3id.org/cpto/CEM_II_B-T_42,5_R
IRI: https://w3id.org/cpto/CEM_II_B-T_52,5_N
IRI: https://w3id.org/cpto/CEM_II_B-T_52,5_R
IRI: https://w3id.org/cpto/CEM_II_B-V_32,5_N
IRI: https://w3id.org/cpto/CEM_II_B-V_32,5_R
IRI: https://w3id.org/cpto/CEM_II_B-V_42,5_N
IRI: https://w3id.org/cpto/CEM_II_B-V_42,5_R
IRI: https://w3id.org/cpto/CEM_II_B-V_52,5_N
IRI: https://w3id.org/cpto/CEM_II_B-V_52,5_R
IRI: https://w3id.org/cpto/CEM_II_B-W_32,5_N
IRI: https://w3id.org/cpto/CEM_II_B-W_32,5_R
IRI: https://w3id.org/cpto/CEM_II_B-W_42,5_N
IRI: https://w3id.org/cpto/CEM_II_B-W_42,5_R
IRI: https://w3id.org/cpto/CEM_II_B-W_52,5_N
IRI: https://w3id.org/cpto/CEM_II_B-W_52,5_R
IRI: https://w3id.org/cpto/CEM_III_A_32,5_L
IRI: https://w3id.org/cpto/CEM_III_A_32,5_N
IRI: https://w3id.org/cpto/CEM_III_A_32,5_R
IRI: https://w3id.org/cpto/CEM_III_A_42,5_L
IRI: https://w3id.org/cpto/CEM_III_A_42,5_N
IRI: https://w3id.org/cpto/CEM_III_A_42,5_R
IRI: https://w3id.org/cpto/CEM_III_A_52,5_L
IRI: https://w3id.org/cpto/CEM_III_A_52,5_N
IRI: https://w3id.org/cpto/CEM_III_A_52,5_R
IRI: https://w3id.org/cpto/CEM_III_B_32,5_L
IRI: https://w3id.org/cpto/CEM_III_B_32,5_N
IRI: https://w3id.org/cpto/CEM_III_B_32,5_R
IRI: https://w3id.org/cpto/CEM_III_B_42,5_L
IRI: https://w3id.org/cpto/CEM_III_B_42,5_N
IRI: https://w3id.org/cpto/CEM_III_B_42,5_R
IRI: https://w3id.org/cpto/CEM_III_B_52,5_L
IRI: https://w3id.org/cpto/CEM_III_B_52,5_N
IRI: https://w3id.org/cpto/CEM_III_B_52,5_R
IRI: https://w3id.org/cpto/CEM_III_B-SR_32,5_L
IRI: https://w3id.org/cpto/CEM_III_B-SR_32,5_N
IRI: https://w3id.org/cpto/CEM_III_B-SR_32,5_R
IRI: https://w3id.org/cpto/CEM_III_B-SR_42,5_L
IRI: https://w3id.org/cpto/CEM_III_B-SR_42,5_N
IRI: https://w3id.org/cpto/CEM_III_B-SR_42,5_R
IRI: https://w3id.org/cpto/CEM_III_B-SR_52,5_L
IRI: https://w3id.org/cpto/CEM_III_B-SR_52,5_N
IRI: https://w3id.org/cpto/CEM_III_B-SR_52,5_R
IRI: https://w3id.org/cpto/CEM_III_C_32,5_L
IRI: https://w3id.org/cpto/CEM_III_C_32,5_N
IRI: https://w3id.org/cpto/CEM_III_C_32,5_R
IRI: https://w3id.org/cpto/CEM_III_C_42,5_L
IRI: https://w3id.org/cpto/CEM_III_C_42,5_N
IRI: https://w3id.org/cpto/CEM_III_C_42,5_R
IRI: https://w3id.org/cpto/CEM_III_C_52,5_L
IRI: https://w3id.org/cpto/CEM_III_C_52,5_N
IRI: https://w3id.org/cpto/CEM_III_C_52,5_R
IRI: https://w3id.org/cpto/CEM_III_C-SR_32,5_L
IRI: https://w3id.org/cpto/CEM_III_C-SR_32,5_N
IRI: https://w3id.org/cpto/CEM_III_C-SR_32,5_R
IRI: https://w3id.org/cpto/CEM_III_C-SR_42,5_L
IRI: https://w3id.org/cpto/CEM_III_C-SR_42,5_N
IRI: https://w3id.org/cpto/CEM_III_C-SR_42,5_R
IRI: https://w3id.org/cpto/CEM_III_C-SR_52,5_L
IRI: https://w3id.org/cpto/CEM_III_C-SR_52,5_N
IRI: https://w3id.org/cpto/CEM_III_C-SR_52,5_R
IRI: https://w3id.org/cpto/CEM_I_SR_0_32,5_N
IRI: https://w3id.org/cpto/CEM_I_SR_0_32,5_R
IRI: https://w3id.org/cpto/CEM_I_SR_0_42,5_N
IRI: https://w3id.org/cpto/CEM_I_SR_0_42,5_R
IRI: https://w3id.org/cpto/CEM_I_SR_0_52,5_N
IRI: https://w3id.org/cpto/CEM_I_SR_0_52,5_R
IRI: https://w3id.org/cpto/CEM_I_SR_3_32,5_N
IRI: https://w3id.org/cpto/CEM_I_SR_3_32,5_R
IRI: https://w3id.org/cpto/CEM_I_SR_3_42,5_N
IRI: https://w3id.org/cpto/CEM_I_SR_3_42,5_R
IRI: https://w3id.org/cpto/CEM_I_SR_3_52,5_N
IRI: https://w3id.org/cpto/CEM_I_SR_3_52,5_R
IRI: https://w3id.org/cpto/CEM_I_SR_5_32,5_N
IRI: https://w3id.org/cpto/CEM_I_SR_5_32,5_R
IRI: https://w3id.org/cpto/CEM_I_SR_5_42,5_N
IRI: https://w3id.org/cpto/CEM_I_SR_5_42,5_R
IRI: https://w3id.org/cpto/CEM_I_SR_5_52,5_N
IRI: https://w3id.org/cpto/CEM_I_SR_5_52,5_R
IRI: https://w3id.org/cpto/CEM_IV_A_32,5_N
IRI: https://w3id.org/cpto/CEM_IV_A_32,5_R
IRI: https://w3id.org/cpto/CEM_IV_A_42,5_N
IRI: https://w3id.org/cpto/CEM_IV_A_42,5_R
IRI: https://w3id.org/cpto/CEM_IV_A_52,5_N
IRI: https://w3id.org/cpto/CEM_IV_A_52,5_R
IRI: https://w3id.org/cpto/CEM_IV_A-SR_32,5_N
IRI: https://w3id.org/cpto/CEM_IV_A-SR_32,5_R
IRI: https://w3id.org/cpto/CEM_IV_A-SR_42,5_N
IRI: https://w3id.org/cpto/CEM_IV_A-SR_42,5_R
IRI: https://w3id.org/cpto/CEM_IV_A-SR_52,5_N
IRI: https://w3id.org/cpto/CEM_IV_A-SR_52,5_R
IRI: https://w3id.org/cpto/CEM_IV_B_32,5_N
IRI: https://w3id.org/cpto/CEM_IV_B_32,5_R
IRI: https://w3id.org/cpto/CEM_IV_B_42,5_N
IRI: https://w3id.org/cpto/CEM_IV_B_42,5_R
IRI: https://w3id.org/cpto/CEM_IV_B_52,5_N
IRI: https://w3id.org/cpto/CEM_IV_B_52,5_R
IRI: https://w3id.org/cpto/CEM_IV_B-SR_32,5_N
IRI: https://w3id.org/cpto/CEM_IV_B-SR_32,5_R
IRI: https://w3id.org/cpto/CEM_IV_B-SR_42,5_N
IRI: https://w3id.org/cpto/CEM_IV_B-SR_42,5_R
IRI: https://w3id.org/cpto/CEM_IV_B-SR_52,5_N
IRI: https://w3id.org/cpto/CEM_IV_B-SR_52,5_R
IRI: https://w3id.org/cpto/CEM_V_A_32,5_N
IRI: https://w3id.org/cpto/CEM_V_A_32,5_R
IRI: https://w3id.org/cpto/CEM_V_A_42,5_N
IRI: https://w3id.org/cpto/CEM_V_A_42,5_R
IRI: https://w3id.org/cpto/CEM_V_A_52,5_N
IRI: https://w3id.org/cpto/CEM_V_A_52,5_R
IRI: https://w3id.org/cpto/CEM_V_B_32,5_N
IRI: https://w3id.org/cpto/CEM_V_B_32,5_R
IRI: https://w3id.org/cpto/CEM_V_B_42,5_N
IRI: https://w3id.org/cpto/CEM_V_B_42,5_R
IRI: https://w3id.org/cpto/CEM_V_B_52,5_N
IRI: https://w3id.org/cpto/CEM_V_B_52,5_R
The authors would like to thank Silvio Peroni for developing LODE, a Live OWL Documentation Environment, which is used for representing the Cross Referencing Section of this document and Daniel Garijo for developing Widoco, the program used to create the template used in this documentation.
Finely divided material used in concrete in order to improve certain properties or to achieve special properties.