Abstract: A method and apparatus for generating an operator are provided. The method includes: constructing a group of basic application programming interfaces for providing one of the following basic functions: an access function, a storage function, and a computing function; constructing a kernel application programming interface for invoking the basic application programming interfaces to implement an operator logic; and generating a target kernel operator based on the group of basic application programming interfaces and the kernel application programming interface.

Abstract: A smart carbon fiber reinforced polymer (CFRP)-shape memory alloy (SMA) bar reinforced concrete structure integrating cathodic protection, force sensing, and bearing capacity self-adjustment is provided. A CFRP-wrapped composite bar with SMA embedded with an optical fiber in the smart CFRP-SMA bar reinforced concrete structure is both a concrete reinforced bar and an auxiliary anode for ICCP to prevent steel bars from being rusted. In addition, the SMA has an ability to adjust stress after excitation, and the embedded optical fiber can perceive a force condition of the composite bar. This structure system significantly improves durability of a concrete structure in a coastal environment, solves problems of in-service real-time bar sensing and bearing capacity control of the structure, and provides a new solution to performance degradation caused by deterioration of a CFRP anode in a traditional ICCP process.

Abstract: The present disclosure relates to an optical-fiber-embedded and FRP-wrapped SMA composite bar with force sensing, stress driving, and structural reinforcement integrated. The surface of the plain round Fe-SMA bar is provided with a groove in advance for implantation of the sheathed optical cable such that the bar has a self-sensing function. The plain round Fe-SMA bar having a shape memory effect is used as a steel core, so it has the characteristic of self-tensioning; an FRP wrapping layer prevents corrosion of the plain round Fe-SMA bar used as the core and prevents fracture of the sheathed optical cable, thus improving the durability of a prestressed bar structures on the outer surface of the FRP wrapping layer may provide sufficient engaging force and anchoring effect, reducing loss of prestress due to friction and the like.

Abstract: Disclosed are a steel fiber composite intelligent bar with a sheathing optical cable embedded in an inner core of a rebar, and a fabrication method thereof. The steel fiber composite intelligent bar includes the sheathing optical cable, the rebar, a winding layer, and tightening sheaths, wherein the sheathing optical cable comprises a glass fiber core, a polyimide coating layer, and a polyurethane wrapping layer that are stacked sequentially from inside to outside; the rebar is provided with a notch groove along a length direction; and the sheathing optical cable is embedded in the notch groove in parallel; the winding layer is wound around an outer surface of the rebar, and the winding layer is made of an epoxy resin composite fiber; and the tightening sheaths comprise a first tightening sheath and a second tightening sheath which are sleeved at two ends of the winding layer, respectively.

Abstract: A smart carbon fiber reinforced polymer (CFRP)-shape memory alloy (SMA) bar reinforced concrete structure integrating cathodic protection, force sensing, and bearing capacity self-adjustment is provided. A CFRP-wrapped composite bar with SMA embedded with an optical fiber in the smart CFRP-SMA bar reinforced concrete structure is both a concrete reinforced bar and an auxiliary anode for ICCP to prevent steel bars from being rusted. In addition, the SMA has an ability to adjust stress after excitation, and the embedded optical fiber can perceive a force condition of the composite bar. This structure system significantly improves durability of a concrete structure in a coastal environment, solves problems of in-service real-time bar sensing and bearing capacity control of the structure, and provides a new solution to performance degradation caused by deterioration of a CFRP anode in a traditional ICCP process.

Abstract: The present disclosure belongs to the technical field of building materials, and particularly relates to an optical-fiber-embedded and FRP-wrapped SMA composite bar with force sensing, stress driving, and structural reinforcement integrated. According to the present disclosure, the surface of the plain round Fe-SMA bar is provided with a groove in advance for implantation of the sheathed optical cable such that the bar has a self-sensing function. The plain round Fe-SMA bar having a shape memory effect is used as a steel core, so it has the characteristic of self-tensioning; an FRP wrapping layer prevents corrosion of the plain round Fe-SMA bar used as the core and prevents fracture of the sheathed optical cable, thus improving the durability of a prestressed bar structures on the outer surface of the FRP wrapping layer may provide sufficient engaging force and anchoring effect, reducing loss of prestress due to friction and the like.

Abstract: Disclosed are a steel fiber composite intelligent bar with a sheathing optical cable embedded in an inner core of a rebar, and a fabrication method thereof. The steel fiber composite intelligent bar includes the sheathing optical cable, the rebar, a winding layer, and tightening sheaths, wherein the sheathing optical cable comprises a glass fiber core, a polyimide coating layer, and a polyurethane wrapping layer that are stacked sequentially from inside to outside; the rebar is provided with a notch groove along a length direction; and the sheathing optical cable is embedded in the notch groove in parallel; the winding layer is wound around an outer surface of the rebar, and the winding layer is made of an epoxy resin composite fiber; and the tightening sheaths comprise a first tightening sheath and a second tightening sheath which are sleeved at two ends of the winding layer, respectively.

Abstract: A method for determining a compressive strength of compression-cast rubber fine aggregate concrete is provided. The method includes: first strength information of normal cast concrete, second strength information of corresponding normal cast rubber fine aggregate concrete, and third strength information of compression-cast rubber fine aggregate concrete; a target equation between a compressive strength of the normal cast concrete, a compressive strength of the compression-cast rubber fine aggregate concrete, the rubber substitution rate and a compression stress is constructed according to the first strength information, the second strength information and the third strength information; target parameters of the compression-cast rubber fine aggregate concrete are acquired, and the target parameters are inputted into the target equation which outputs a current compressive strength of the compression-cast rubber fine aggregate concrete.

Abstract: A method for determining a compressive strength of compression-cast rubber fine aggregate concrete is provided. The method includes: first strength information of normal cast concrete, second strength information of corresponding normal cast rubber fine aggregate concrete, and third strength information of compression-cast rubber fine aggregate concrete; a target equation between a compressive strength of the normal cast concrete, a compressive strength of the compression-cast rubber fine aggregate concrete, the rubber substitution rate and a compression stress is constructed according to the first strength information, the second strength information and the third strength information; target parameters of the compression-cast rubber fine aggregate concrete are acquired, and the target parameters are inputted into the target equation which outputs a current compressive strength of the compression-cast rubber fine aggregate concrete.

Abstract: A Carbon Fiber Reinforced Polymer (CFRP) concrete composite component with partitioned cathodic protection and an operation and maintenance method thereof are provided. The composite component includes multiple longitudinal reinforcements, in which a first area, a second area and a third area corresponding to underwater, splash and atmosphere are arranged along an extending direction of each longitudinal reinforcement, respectively; a first spiral rib, which is wound around the multiple longitudinal reinforcements in the first area; a second spiral rib, which is wound around the multiple longitudinal reinforcements in the second area; a third spiral rib, which is wound around the multiple longitudinal reinforcements in the third area; a concrete; a power supply, where the first spiral rib, the second spiral rib and the third spiral rib are connected with a positive electrode of the power supply, and the longitudinal reinforcement is connected with a negative electrode of the power supply.

Abstract: Disclosed is a method for self-repairing of damage to an inorganic protective layer on a metal surface. The method includes: placing a metal with the inorganic protective layer having a damaged surface in a chloride ion solution, and performing self-repairing, wherein the metal with the inorganic protective layer comprises a metal substrate and a layered double hydroxide protective layer intercalated by acid anions covering a surface of the metal substrate; and the acid anions are selected from the group consisting of phosphate anions and molybdate anions.

Abstract: The present disclosure relates to a method and system for quantitative damage monitoring of a reinforced concrete structure and belongs to the technical field of civil engineering.

Abstract: Disclosed are an alkali-activated geopolymer coating, and a preparation method and use thereof. The alkali-activated geopolymer coating, is prepared by raw materials including the following components: an aluminosilicate mineral, an alkali activator, and a performance additive; wherein the aluminosilicate mineral comprises fly ash, slag, and metakaolin; the performance additive comprises a polymer powder, titanium dioxide, a silicone defoamer, and a water-reducing admixture; and a mass ratio of the aluminosilicate mineral, the alkali activator, and the performance additive is in a range of 100:(60-80):(4-15).

Abstract: The present disclosure relates to an optimization method and system for hybrid FRP and steel bars. The optimization method includes: determining a cross-sectional bending bearing capacity, a maximum cross-sectional bending bearing capacity, and a minimum cross-sectional bending bearing capacity according to basic material parameters and a design value of a bending moment; determining whether the cross-sectional bending bearing capacity, the maximum cross-sectional bending bearing capacity, and the minimum cross-sectional bending bearing capacity meet a first preset condition; if yes, determining a maximum steel bar area according to the basic material parameters; determining a maximum ductility of a steel bar beam; determining whether the maximum ductility and the target ductility meet a second preset condition; if yes, determining a minimum steel bar area and a maximum FRP bar area according to the maximum steel bar area; and determining an actual steel bar area and an actual FRP bar area.

Abstract: Disclosed are an alkali-activated geopolymer coating, and a preparation method and use thereof. The alkali-activated geopolymer coating, is prepared by raw materials including the following components: an aluminosilicate mineral, an alkali activator, and a performance additive; wherein the aluminosilicate mineral comprises fly ash, slag, and metakaolin; the performance additive comprises a polymer powder, titanium dioxide, a silicone defoamer, and a water-reducing admixture; and a mass ratio of the aluminosilicate mineral, the alkali activator, and the performance additive is in a range of 100:(60-80):(4-15).

Abstract: The present disclosure relates to an optimization method and system for hybrid FRP and steel bars. The optimization method includes: determining a cross-sectional bending bearing capacity, a maximum cross-sectional bending bearing capacity, and a minimum cross-sectional bending bearing capacity according to basic material parameters and a design value of a bending moment; determining whether the cross-sectional bending bearing capacity, the maximum cross-sectional bending bearing capacity, and the minimum cross-sectional bending bearing capacity meet a first preset condition; if yes, determining a maximum steel bar area according to the basic material parameters; determining a maximum ductility of a steel bar beam; determining whether the maximum ductility and the target ductility meet a second preset condition; if yes, determining a minimum steel bar area and a maximum FRP bar area according to the maximum steel bar area; and determining an actual steel bar area and an actual FRP bar area.

Abstract: The method includes: receiving a first message sent by a first application APP on a terminal device, where the first message includes a user agent UA; determining, based on the first message, a first address and a second address corresponding to the terminal device; and sending a second message to the first APP, where the second message includes the first address and the second address, and the second message is used by the first APP to first attempt to open a page corresponding to the first address after receiving the second message, and if the opening fails, open a page corresponding to the second address.

Abstract: The present disclosure provides a universal preparation method for in-situ growth of a layered double hydroxide (LDH) layer on a substrate surface, and belongs to the technical field of material synthesis. In the present disclosure, an LDH protective layer is grown in situ on a surface of a substrate by means of electrodeposition combined with hydrothermal treatment. Specifically, a seed crystal layer of the LDH is formed on the substrate surface by the electrodeposition, and then obtained LDH seed crystals are crystallized and grown by Ostwald ripening through the hydrothermal treatment. In this way, the LDH protective layer is formed in which an interlayer anion is a nitrate. The protective layer protects the substrate against corrosion. Moreover, since the interlayer anion is the nitrate, the protective layer can be exchanged with other corrosion-inhibiting anions, and is modifiable.

Abstract: The method includes: receiving a first message sent by a first application APP on a terminal device, where the first message includes a user agent UA; determining, based on the first message, a first address and a second address corresponding to the terminal device; and sending a second message to the first APP, where the second message includes the first address and the second address, and the second message is used by the first APP to first attempt to open a page corresponding to the first address after receiving the second message, and if the opening fails, open a page corresponding to the second address.

Abstract: Disclosed is a method for preparing an uncalcined geopolymer-based refractory material. The method includes the steps of mixing a mineral powder, a fly ash, a metakaolin, and silicon carbide whiskers by ball milling to form a milled material; mixing the milled material with a sodium water glass solution and water to form a slurry; and curing the slurry to obtain the uncalcined geopolymer-based refractory material. The uncalcined geopolymer-based refractory material thus prepared contains a geopolymer matrix formed of the mineral powder, the fly ash, and the metakaolin and the silicon carbide whiskers embedded in the geopolymer matrix.