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Plant physiology. Plant biophysics --- Plants --- Effect of temperature on --- 581.1 --- 58.036 --- Plants, Effect of temperature on --- Temperature --- Plant physiology --- Heat. Temperature. Energetics in the strict sense --- Effect of atmospheric temperature on --- Physiological effect --- Effect of temperature on plants --- Basic Sciences. Meteorology --- Crop Meteorology --- PHY Physiology & Biochemistry --- frost resistance --- measurements --- physiology --- temperature stress --- Effect of temperature on plants. --- Crop Meteorology. --- 58.036 Heat. Temperature. Energetics in the strict sense --- 581.1 Plant physiology --- Plants - Effect of temperature on

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The goal of the Special Issue “Brittle Materials in Mechanical Extremes” is to spark a discussion of the analogies and the differences between different brittle materials, such as ceramics and concrete. The contributions to the Issue span from construction materials (asphalt and concrete) to structural ceramics to ice. Data reported in the Issue were obtained by advanced microstructural techniques (microscopy, 3D imaging, etc.) and linked to mechanical properties (and their changes as a function of aging, composition, etc.). The description of the mechanical behavior of brittle materials under operational loads, for instance, concrete and ceramics under very high temperatures, offers an unconventional viewpoint on the behavior of such materials. While it is by no means exhaustive, this Special Issue paves the road for the fundamental understanding and further development of materials.

Research & information: general --- Technology: general issues --- restraint --- creep --- double feedback method --- concrete --- temperature stress testing machine (TSTM) --- alkali-activated slag --- elevated temperatures --- Na2O concentration --- residual strength --- brittleness --- melting --- Fiber-reinforced concrete --- X-ray computed tomography (CT) --- anisotropic fiber orientation --- inverse analysis --- silica --- super-insulating materials --- instrumented indentation --- porosity --- electro-fused zirconia --- microcracking --- synchrotron x-ray refraction radiography (SXRR) --- thermal expansion --- ice --- high rate loading --- compressive loading --- Split Hopkinson bar --- in-situ fractography --- biomaterials --- bioceramics --- coating --- mechanical properties --- existing buildings --- reinforced concrete --- seismic vulnerability assessment --- in situ concrete strength --- variability of concrete strength --- high speed railway --- SBS/CR modified asphalt --- long-term aging --- anti-aging --- engineered cementitious composites --- steel grid --- fiber --- tensile capacity --- energy dissipation --- ceramics --- asphalt --- microstructure --- strength --- restraint --- creep --- double feedback method --- concrete --- temperature stress testing machine (TSTM) --- alkali-activated slag --- elevated temperatures --- Na2O concentration --- residual strength --- brittleness --- melting --- Fiber-reinforced concrete --- X-ray computed tomography (CT) --- anisotropic fiber orientation --- inverse analysis --- silica --- super-insulating materials --- instrumented indentation --- porosity --- electro-fused zirconia --- microcracking --- synchrotron x-ray refraction radiography (SXRR) --- thermal expansion --- ice --- high rate loading --- compressive loading --- Split Hopkinson bar --- in-situ fractography --- biomaterials --- bioceramics --- coating --- mechanical properties --- existing buildings --- reinforced concrete --- seismic vulnerability assessment --- in situ concrete strength --- variability of concrete strength --- high speed railway --- SBS/CR modified asphalt --- long-term aging --- anti-aging --- engineered cementitious composites --- steel grid --- fiber --- tensile capacity --- energy dissipation --- ceramics --- asphalt --- microstructure --- strength

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The performance-based design of structures in fire is gaining growing interest as a rational alternative to the traditionally adopted prescriptive code approach. This interest has led to its introduction in different codes and standards around the world. Although engineers widely use performance-based methods to design structural components in earthquake engineering, the adoption of such methods in fire engineering is still very limited. This Special Issue addresses this shortcoming by providing engineers with the needed knowledge and recent research activities addressing performance-based design in structural fire engineering, including the use of hotspot analysis to estimate the magnitude of risk to people and property in urban areas; simulations of the evacuation of large crowds; and the identification of fire effects on concrete, steel, and special structures.

fire incidence --- hotspot analysis --- KDE --- Getis-Ord Gi* --- IDW interpolation --- fire risk zones --- built-up areas --- temporal analysis --- sustainable development --- fire --- earthquake --- finite element analysis --- Abaqus --- multi hazard analysis --- Scoria aggregate concrete --- PP fiber --- high temperature --- stress-strain curve --- prefabricated cabin-type substation --- panel --- BP neural network --- thermal–mechanical coupling --- machine learning --- fire behavior --- impact of fires --- repeated impact --- ACI 544-2R --- high temperatures --- ECC --- impact ductility --- oil and gas facility --- offshore platform --- tanker --- steel structure --- bulkhead --- deck --- hydrocarbon fire mode --- fire-resistance limit --- fire protection --- design --- stadiums and arenas --- evacuation time --- safety --- Colosseum --- organizing evacuation --- computer simulation --- City University --- fire temperature --- opening factor --- compartment area --- thermal analysis --- natural fire --- concrete strength --- exposure duration --- maximum temperature --- heating rate --- cooling rate --- reinforced concrete --- columns --- standard fire --- cooling phase --- axial capacity --- temperature-stress history

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The performance-based design of structures in fire is gaining growing interest as a rational alternative to the traditionally adopted prescriptive code approach. This interest has led to its introduction in different codes and standards around the world. Although engineers widely use performance-based methods to design structural components in earthquake engineering, the adoption of such methods in fire engineering is still very limited. This Special Issue addresses this shortcoming by providing engineers with the needed knowledge and recent research activities addressing performance-based design in structural fire engineering, including the use of hotspot analysis to estimate the magnitude of risk to people and property in urban areas; simulations of the evacuation of large crowds; and the identification of fire effects on concrete, steel, and special structures.

Research & information: general --- Mathematics & science --- fire incidence --- hotspot analysis --- KDE --- Getis-Ord Gi* --- IDW interpolation --- fire risk zones --- built-up areas --- temporal analysis --- sustainable development --- fire --- earthquake --- finite element analysis --- Abaqus --- multi hazard analysis --- Scoria aggregate concrete --- PP fiber --- high temperature --- stress-strain curve --- prefabricated cabin-type substation --- panel --- BP neural network --- thermal–mechanical coupling --- machine learning --- fire behavior --- impact of fires --- repeated impact --- ACI 544-2R --- high temperatures --- ECC --- impact ductility --- oil and gas facility --- offshore platform --- tanker --- steel structure --- bulkhead --- deck --- hydrocarbon fire mode --- fire-resistance limit --- fire protection --- design --- stadiums and arenas --- evacuation time --- safety --- Colosseum --- organizing evacuation --- computer simulation --- City University --- fire temperature --- opening factor --- compartment area --- thermal analysis --- natural fire --- concrete strength --- exposure duration --- maximum temperature --- heating rate --- cooling rate --- reinforced concrete --- columns --- standard fire --- cooling phase --- axial capacity --- temperature-stress history --- fire incidence --- hotspot analysis --- KDE --- Getis-Ord Gi* --- IDW interpolation --- fire risk zones --- built-up areas --- temporal analysis --- sustainable development --- fire --- earthquake --- finite element analysis --- Abaqus --- multi hazard analysis --- Scoria aggregate concrete --- PP fiber --- high temperature --- stress-strain curve --- prefabricated cabin-type substation --- panel --- BP neural network --- thermal–mechanical coupling --- machine learning --- fire behavior --- impact of fires --- repeated impact --- ACI 544-2R --- high temperatures --- ECC --- impact ductility --- oil and gas facility --- offshore platform --- tanker --- steel structure --- bulkhead --- deck --- hydrocarbon fire mode --- fire-resistance limit --- fire protection --- design --- stadiums and arenas --- evacuation time --- safety --- Colosseum --- organizing evacuation --- computer simulation --- City University --- fire temperature --- opening factor --- compartment area --- thermal analysis --- natural fire --- concrete strength --- exposure duration --- maximum temperature --- heating rate --- cooling rate --- reinforced concrete --- columns --- standard fire --- cooling phase --- axial capacity --- temperature-stress history