192 results about "Shear load" patented technology

The present invention is related to a method intended for manufacturing a composite structure, preferably for an aircraft. The method comprises training a set of artificial neural networks (3.1, 3.2, 3.3) to obtain a composite structure which fulfills certain specification requirements (material properties, shear loads, compression loads, buckling constraints). Said neural networks are trained with data obtained from analytical equations and from a finite element model. The invention is also related to a computer program product and a computer-readable storage medium which perform some steps of such a method. Finally, the invention further provides an aircraft (12) which comprises composite structures (13, 14, 15) manufactured by means of said method.

The invention provides a heat-water-force coupling experimental device and a testing method based on dynamic true triaxial electromagnetic Hopkinson bar system loading. The experimental device comprises an X-axis dynamic loading system, a Y-axis lateral anti-seepage loading system, a Z-axis normal static pressure servo control loading system, a seepage system, a temperature control system and a data monitoring and collecting system. According to the device, on the basis of a dynamic true triaxial electromagnetic Hopkinson bar system, a shear loading module, a temperature regulation and control module and a seepage control module are creatively integrated, so that the true working condition of a deep rock mass under the coupling action of dynamic disturbance, osmotic pressure and temperature is simulated. The device breaks through the limitation that a traditional experiment system is difficult to realize multi-field coupling loading under a high-speed shearing condition, and provides an experiment means for dynamic response research of fractured rock mass under a complex multi-field environment.

The invention belongs to the field of prediction of fatigue failure caused by surface defects under rolling contact loads, and particularly relates to a rolling contact fatigue pitting corrosion prediction method considering crystal plasticity, a corresponding computer readable storage medium and electronic equipment. The method comprises the following steps: S1, constructing a crystal plastic constitutive model of a coupling damage accumulation theory; s2, developing the model in the step 1 into a UMAT subprogram by using Fortran, and embedding ABAQUS into the UMAT subprogram; s3, establishing a representative volume element crystal plastic finite element model; s4, applying a periodic boundary condition and a shear load, obtaining a shear stress-strain curve, carrying out a torsional fatigue test, obtaining fatigue damage parameters of the material, and determining constitutive model parameters of the material; s5, establishing a crystal plastic finite element model of the roller and raceway contact pair; s6, applying boundary conditions in two steps; and S7, observing a damage evolution path to the surface, and obtaining the rolling contact fatigue pitting corrosion life. The method can fill the blank of rolling contact fatigue pitting corrosion prediction methods at present.

The invention discloses an intelligent identification method for a rock tension-shear rupture mechanism based on acoustic emission RA-AF parameters, and belongs to the technical field of intelligent identification. The method comprises the following steps: carrying out indirect tension test and variable-angle shear test on rock, acquiring RA-AF data of the rock under tension and shear loads by adopting an acoustic emission technology, and respectively constructing RA-AF standard databases corresponding to tension and shear fracture mechanisms based on a DBSCAN clustering algorithm; wherein 4 / 5 is used as training set data, and 1 / 5 is used as test set data. A probabilistic neural network is used for learning RA-AF data feature information of a pulling and shearing fracture mechanism, an intelligent classification model of the pulling and shearing fracture mechanism is established, the accuracy rate of the model is detected, and the model which reaches the detection standard through adjustment is applied to quantitative recognition of the fracture mechanism of the same rock under different static loads. According to the method, the data processing workload of workers can be reduced, and the classification efficiency is improved.

The invention discloses a shear creep tester for in-situ slip zone soil and a test method, and relates to the technical field of rock-soil in-situ tests.The shear creep tester comprises a shear box, a shear load system, a normal load system and a ball row structure, and the shear box comprises an upper pressure box and a lower pressure box; the shear load system comprises a first spherical base, a shear stiffness self-adaptive loading assembly and a shear displacement sensor, and the shear displacement sensor is used for measuring the shear displacement of the shear box; the normal loading system comprises a second spherical base, a normal stiffness self-adaptive loading assembly and a normal displacement sensor, and the normal displacement sensor is used for measuring the normal compression amount of the soil body sample in the shear box; the ball row structure is suitable for reducing friction force between the normal rigidity self-adaptive loading assembly and the upper pressure box. The problems that the loading direction and the loading stability are controlled in an existing in-situ slip band soil shear creep test, and a slip band soil microstructure evolution detection device is lacked are solved.

The invention discloses a tubular column deformation testing device for simulating an internal pressure and external load composite working condition. The tubular column deformation testing device comprises a tubular column clamp, a loading assembly, a deformation detection piece and a pressurizing assembly, the tubular column clamp comprises a supporting table. Two clamping supports are arranged on the supporting table; the loading assembly comprises two lower fixing seats and an upper fixing seat; the top of the lower fixing base is connected with a lower pressing head cutter. The bottom of the upper fixing base is connected with an upper pressing head cutter. The top end of the upper fixing seat is connected with a piston rod of the loading oil cylinder. The invention further discloses a tubular column deformation test method under the simulated curved surface external load working condition, a tubular column deformation test method under the simulated internal pressure and curved surface external load composite working condition, a tubular column deformation test method under the simulated internal pressure and shear load composite working condition and a tubular column deformation test method under the simulated internal pressure and bending load composite working condition. The testing device disclosed by the invention can be used for carrying out deformation test on the tubular column sample under the working condition of coexistence of external loads in various forms of internal pressure, shearing and bending.

The invention discloses a torsional shear mechanical property testing device and method for a hollow cylinder structure, and belongs to the technical field of mechanical structure testing. The device comprises an axial driving mechanism, a radial driving mechanism and a fixed supporting mechanism. The axial driving mechanism is connected with the axial actuating pressure plate through an actuating main shaft; the radial driving mechanism comprises a radial driving mandrel of an inverted conical structure and a driving sliding plate matched with the radial driving mandrel, and axial movement of the main shaft is converted into radial expansion movement through conical face fit. The fixed supporting mechanism is a closed supporting system composed of an outer sleeve, an upper cover plate and a base. Through the unique inverted conical structure design, independent or synchronous application of axial compression, radial expansion and torsional shear loads can be achieved, and the complex stress working condition is effectively simulated. The device has the advantages of being stable in structure, high in testing precision, easy and convenient to operate and the like, meanwhile, equipment universality and maintenance convenience are remarkably improved through the replaceable design of the driving sliding plate, and the device is suitable for mechanical property testing of various hollow cylindrical structural parts.

A light-frame shear wall for resisting lateral forces includes a frame wall, shear reinforcement structure, and sheathing. The frame wall includes a top plate, a sill, a first stud interconnecting the top plate and the sill and a second stud interconnecting the top plate and the sill. The frame wall has a cavity bounded by the top plate, the sill, the first stud, and the second stud. The shear reinforcement structure resists lateral forces experienced by the frame wall. The shear reinforcement structure is disposed in the cavity of the frame wall. The shear reinforcement structure is attached to the first stud and the second stud. The shear reinforcement structure includes a shear member arranged to resist the lateral forces experienced by the frame wall. Sheathing is connected to the frame wall and the shear reinforcement member for supporting the shear wall against shear loads.

The invention relates to an intelligent temperature control rock heat-water-force-sound-light multi-field coupling disturbance shearing device and a use method of the intelligent temperature control rock heat-water-force-sound-light multi-field coupling disturbance shearing device. A disturbance shearing mechanism composed of a trapezoid pressing rod, a constant damper and a spring is additionally arranged on the driving side of the lower shearing box. When the tangential loading shaft is propelled at a constant speed, the mechanism can convert stable linear displacement into disturbance shear load of periodic loading and unloading, so that engineering power disturbance is simulated. According to the device and the method, periodic shear disturbance is synchronously applied to a rock sample in a high-temperature seepage environment, mechanical response, seepage characteristic change, internal micro-fracture and surface full-field deformation of the rock sample are comprehensively observed, and an advanced test means is provided for researching a catastrophe mechanism of a deep rock mass under the action of multi-field coupling and dynamic disturbance.

A Hold Down Release Mechanism, HDRM, interface for attachment of a spacecraft to an adjacent structure of a launch vehicle or another spacecraft, wherein the HDRM interface is configured for forming part of a single or multi-point releasable attachment of the spacecraft to said adjacent structure. The HDRM interface includes first and second connector parts, wherein one of the first and second connector parts is fastened to said adjacent structure, and other is fastened to the spacecraft; wherein the first connector part has a tapered projection with a non-circular external surface; wherein the second connector part has a tapered recess with a non-circular interior surface configured for form-lockingly receiving the tapered projection, for enabling transfer of torsion and shear load between the first and second connector parts, when the tapered projection is inserted in the tapered recess and the first and second connector parts are pressed together.

The utility model discloses an adhesive shear testing device capable of adjusting shear load coaxiality, which relates to the technical field of shear testing and comprises an upper base material, a lower base material, an upper U-shaped connecting piece and a lower U-shaped connecting piece, positioning holes are formed in the two sides of the upper U-shaped connecting piece and the two sides of the lower U-shaped connecting piece correspondingly, positioning adjusting knobs are connected to the inner walls of the positioning holes through threads, pin holes are formed in the middles of the surfaces of the positioning adjusting knobs, and bearing pins are inserted into the inner walls of the pin holes; the upper bearing pin and the lower bearing pin penetrate through the upper base material and the lower base material respectively and extend to the other sides of the upper U-shaped connecting piece and the lower U-shaped connecting piece. According to the utility model, the shearing force is limited in the same plane of the adhesive surface, the torque of the Y axis is avoided, and the test accuracy is improved.

A flange integrated tuned mass damper, including a main shaft structure, a plurality of wire rope isolators, and a mass ring. Flange plates are installed on the main shaft structure, and the mass ring is located below and connected to the flange plates through the plurality of wire rope isolators uniformly distributed in a circumferential direction. The plurality of wire rope isolators are uniformly distributed outside the main shaft structure in the circumferential direction, and the wire rope isolators directly carries the mass ring and are in a tensile deformation state, with both spring and damper functions. The wire rope isolators can bear tensile, compressive, rolling, and shearing loads, thus ensuring the degree of freedom of the mass ring in any horizontal direction.

The invention provides a device suitable for a spinning process grid reinforced cylindrical shell structure shaft bending shear loading test, and relates to the technical field of mechanical property test, and the device comprises a portal frame, an axial loading mechanism, a transverse loading mechanism, a first connecting mechanism, a test piece, and a second connecting mechanism; the upper portion and the lower portion of the test piece are fixedly connected with the first connecting mechanism and the second connecting mechanism respectively, the portal frame, the second connecting mechanism and the transverse loading mechanism are fixedly connected to the ground or a trench, the axial loading mechanism is installed on the portal frame, and the first connecting mechanism, the test piece and the second connecting mechanism are located under the axial loading mechanism. The axial loading mechanism is used for being in contact with the upper part of the first connecting mechanism to realize axial loading of the test piece; the transverse loading mechanism is used for making contact with the side face of the first connecting mechanism, and transverse loading of the test piece is achieved. The device can be universally used in a certain size range of a test piece, a transverse load and an axial load do not interfere with each other, and it is guaranteed that the axial bending shear load can be accurately loaded.

The invention discloses a test method for shear creep characteristics of a rock mass structural surface in a near-dam area and a medium. The test method comprises the following steps: collecting corresponding geological exploration data and annual change data of an underground water level after water storage of a dam; designing a test load based on the collected data; designing an artificial sawtooth structural surface based on a rock surface topography instrument; carrying out a rock mass structural surface shear-seepage coupling test, and determining the shear strength of the structural surface under the action of the maximum seepage pressure and the corresponding maximum shear load; carrying out a rock mass structural plane shear creep-seepage coupling test under the dam water storage condition, controlling the shear load to be constant in the test, gradually applying seepage pressure, and recording the creep deformation of the structural plane; a rock mass structural plane shear creep-circulating seepage coupling test is carried out under the dam water storage condition, in the test, the shear load is controlled to be constant, the reciprocating seepage pressure is gradually applied, the structural plane creep deformation is recorded, and the influence of the circulating action of the seepage pressure on the rock mass structural plane shear creep characteristic after dam water storage is simulated.

The application relates to a compression-shear composite loading system based on a pulley system multi-point mean loading, and relates to a compression-shear composite loading system. In order to solve the problem that the traditional compression-shear composite loading is prone to uneven shear flow for a large-size composite stiffened wall plate structure, the application applies uniform compression loads to the side end surface loading end of a test piece through compression actuating cylinders and a flat pressing plate; two shear actuating cylinders output leftward shear loads along the upper end surface of the test piece; and the other two shear actuating cylinders output rightward shear loads along the lower end surface of the test piece; the loads are converted in direction through a pulley assembly and finally act on the shear plates on the upper and lower sides of the test piece. The application realizes the test under different compression-shear ratios by simultaneously adjusting the sizes of the compression and shear actuating cylinder forces, and optimizes the problem of uneven shear loading through the multi-point coordinated loading system, so that the shear of the measuring point is uniform, and the strength test of the large-size stiffened wall plate structure can be better satisfied.

The invention relates to the technical field of low-temperature environment test and ice adhesion test, and discloses a shear ice cutting force measuring device which comprises a low-temperature box, a loading mechanism, a test piece and a control system. The low-temperature box is used for providing a test space and a controllable low-temperature environment; the loading mechanism is used for applying shear load to the test piece and collecting shear force; the test piece is composed of a base and accumulated ice and is installed on the fixing clamp. The control system executes hierarchical temperature control based on a preset parameter table and a PID algorithm, when the temperature difference is large, the refrigeration unit is driven to operate at full power, and when the temperature is close to the set temperature, constant-temperature keeping is achieved through cold and heat power cooperative adjustment; and when a disturbance event is detected, the event-driven parameter table is automatically switched to, and the default parameter table is returned after a recovery condition is met, so that rapid cooling, stable temperature control and disturbance compensation are realized. According to the invention, the shearing debonding force of the ice and the substrate interface can be accurately measured, and the stability and repeatability of an experimental result are enhanced.

The present invention relates to a tripod joint (100) comprising: a joint housing (1), a drive shaft (2) whose drive shaft end (2.1) is arranged in the joint housing (1) and is rotationally fixed to the joint housing (1) via a tripod coupling (3), and a connecting device (4) via which the drive shaft end (2.1) is connected to the joint housing (1), wherein both a shear load and a tensile load can be transmitted between the drive shaft end (2.1) and the joint housing (1) via the connecting device (4), wherein the connecting device (4) comprises a spring element (4.1) which is configured to cushion both a transmitted shear load and a transmitted tensile load, and wherein the spring element (4.1) is a disc spring and has a plurality of spokes (4.1.3).

The application belongs to the field of composite structure layer design of aircraft structure, and particularly relates to a composite laminate layer proportion optimization method, step S1: in the aircraft design process, the design load and the aircraft structure layout are determined, the design allowable value of the composite material applied to the aircraft is determined, including the axial allowable strain epsilon ad , the shear allowable strain gamma ad ; step S2: based on the external load of the aircraft structure and the specific layout, the load characteristic value T of the aircraft to be layered structure is calculated, and the load characteristic value T represents the trend characteristics of the axial load and the shear load of the aircraft to be layered structure; step S3: a plurality of preset proportion composite laminates in a layering library are obtained, and the material characteristic value T m of the composite laminates is calculated; step S4: based on the structure load characteristic value T, the composite laminate with the material characteristic value T m matching the load characteristic value T is selected. The relationship between the structure and the material is quantified, so that the structure material selection is more intuitive and optimal.

This invention discloses a perforated steel connector and a wall connector for post-cast connections in the joint area of ​​modular concrete buildings. The connector is a long strip-shaped metal component, including a web and flanges forming guide surfaces at both ends of the web. The main cross-section adopts a cross-sectional shape where the flanges can be integrally inserted into and accommodated in the slots of a groove-shaped fastener. Through holes are regularly spaced along the length of the web. The groove-shaped fasteners are hung and fixed in pairs to the joint area of ​​the precast concrete module. The flanges at both ends of the steel connector are inserted into the groove-shaped fasteners. Post-cast concrete fills the groove-shaped fasteners and the through holes passing through the steel connectors, forming an integral connection node in the joint area. This invention addresses the shortcomings of the joint area, where the stress performance differs significantly from that of cast-in-place structures, the force transmission path is discontinuous, and interface slippage easily occurs under shear loads.

The present invention discloses a method for analyzing the compression-shear failure of laminates considering the competition between buckling and first-layer failure, comprising the following steps: (1) calculating an initial load based on a load ratio; (2) solving the buckling load of the laminate based on the Rayleigh-Ritz method; (3) predicting the first-layer failure load of the laminate based on a Hashin failure criterion; (4) comparing the buckling load and the first-layer failure load to determine the failure load and failure mode of the laminate; (5) fitting the failure load and failure mode under multiple load ratios to obtain a compression-shear failure curve of the laminate, which is used to judge the failure condition of the laminate under any load ratio. The present invention predicts the buckling load and first-layer failure load of the laminate under different compression-shear loads based on a theoretical method, establishes a method for analyzing the compression-shear failure of laminates considering the competition between buckling and first-layer failure, and further provides a compression-shear failure curve of the laminate, which can significantly improve the efficiency of structural design and reduce the cost of testing.

The application discloses a kind of laminated composite intercalation repair methods, belong to laminated composite maintenance technical field.The application uses the way of multilayer intercalation reinforcement patch, significantly increase the bonding area of patch and original laminated laminated composite material, can effectively improve the bonding strength of repair area, so that repair area will not become laminated laminated composite material / member dangerous area;The bonding surface is composed of multiple planes, and adjacent bonding surfaces bear tensile or shear load respectively, and after debonding or damage of a certain bonding surface, the crack will not spread to other bonding surfaces, significantly enhance the damage tolerance of repair bonding area, and further improve the mechanical properties of repair material / member.

The application provides a cement sheath anti-casing deformation capacity evaluation method and system for oil and gas well cementing, and the evaluation method specifically comprises the following steps: filling the annulus of a mold with cement slurry for cementing after preparation to obtain a sample; applying non-uniform extrusion or shear load to the sample by using a shear test device to simulate the displacement amount of a formation; determining the relative displacement ΔS and the radial size change amount ΔD of the inner cylinder of the mold; determining the deformation amount ΔL of the sample based on the relative displacement ΔS and the radial size change amount ΔD; and judging whether the deformation amount ΔL of the sample is greater than 25 mm, if yes, it is considered that the cement slurry belongs to a large strain cement slurry, and the cement sheath formed has the ability to inhibit casing deformation, otherwise, it is considered that the cement sheath formed by the cement slurry does not have the ability to inhibit casing deformation. The application can quantitatively evaluate the contribution of the cement slurry to reducing the degree of casing deformation, and provides technical support for selecting a cement slurry to reduce casing deformation caused by formation sliding.

This invention belongs to the field of testing technology, specifically relating to a dynamic shear test device and method for a flexible connection assembly of an aircraft fuel system. The test device includes a reciprocating assembly, a clamping assembly, and a loading assembly. A second push block in the reciprocating assembly is connected to a first locking block in the clamping assembly. The loading assembly is located on one side of the clamping assembly. The reciprocating assembly applies a shear load to the flexible connection assembly. The clamping assembly is responsible for clamping and fixing the test tube. The loading assembly injects pressure into the test tube. By connecting two test tubes using the flexible connection assembly, and controlling the pressurization module in the loading assembly to pressurize the test tube and the electric cylinder in the reciprocating assembly to apply thrust to the test tube, the internal working pressure and external shear load of the flexible connection assembly are tested. This provides standard equipment and methods for conducting life testing research on flexible connection assemblies, and also provides a reference for the selection of flexible connection assemblies.

The utility model provides a kind of in-situ detection device of concrete shear strength double-sided direct shear method, including H-shaped column test piece in entity concrete work pit, the H-shaped column test piece is provided with shear direction loading device in axial direction, makes H-shaped column test piece damage along the prescribed two shear surfaces, the H-shaped column test piece is provided with normal loading device embedded in work pit and the normal loading device is surrounded in H-shaped column test piece in vertical direction to the axis.The utility model applies different levels of normal load by normal loading device, obtains normal stress;While using shear direction loading device makes H-shaped column test piece damage along the prescribed two shear surfaces, measures corresponding shear load, obtains shear stress;According to normal stress and shear stress under each level of load, according to relevant standard, obtains shear strength, it is strong in practicality, accurate in detection, and reasonable in design.

The invention discloses a cascade type loading system and method for a curved surface wallboard shear load test. The system comprises a fixed end assembly, a movable end assembly and a cascade system. The cascade system is formed by connecting a plurality of shearing force loading units in series in a hinged mode and is connected between the fixed end assembly and the movable end assembly. A reverse load is applied to a pair of torsion actuators of the movable end assembly to form a torque, the torque is transmitted through a cascade system, and a uniform shear load is generated in the longitudinal direction of a test piece. Through the modular and cascaded design, high-uniformity application of the shear load and effective decoupling of the axial load are achieved.

To stably install a gondola guide frame on a vertical frame, by regulating the action of a shearing load on a fixture for fixing the gondola guide frame to the vertical frame.SOLUTION: A curtain wall unit 2 guides an elevating gondola 20 by a guide part 41. The curtain wall unit 2 includes a vertical frame 6, a gondola guide frame 40 mounted on the vertical frame 6 and provided with a guide part 41, fixtures 60, 61 for fixing the gondola guide frame 40 to the vertical frame 6, and transmission components 70, 80 for transmitting a load from the gondola guide frame 40 to the vertical frame 6 to restrict a shear load from acting on the fixtures 60, 61.SELECTED DRAWING: Figure 4

The application provides a rock mass weak layer original state solution modification test device and method, which comprises a normal load system for applying a normal stress to a weak layer to be tested, a solution modification system for modifying the weak layer to be tested, a shear load system for applying a shear stress to the weak layer to be tested, and an observation system for observing deformation data in a test process; the normal load system is connected with a rock mass above the weak layer to be tested to simulate an in-situ stress state, the solution modification system is arranged around the weak layer to be tested to realize solution wrapping modification, the shear load system is connected with the weak layer to be tested on a side to carry out a shear mechanical test, and the observation system is arranged corresponding to the weak layer to be tested to collect deformation parameters. The application can carry out the weak layer original state solution modification test, and accurately obtains an influence mechanism of the solution modification on mechanical properties of the weak layer through the shear test.

The utility model discloses a post-tensioned prestressed concrete railroad bridge simply-supported beam which comprises a simply-supported beam body, four matching holes are formed in the simply-supported beam body and are divided into two groups, the two groups of matching holes are symmetrically formed relative to the simply-supported beam body, a fixing sleeve is fixedly connected to the interior of each matching hole, and the fixing sleeve is fixedly connected to the interior of each matching hole. A supporting column is arranged in the fixing sleeve, the lower end of the supporting column is fixedly connected with a limiting column, and the end, close to the center of the simply supported beam body, of the limiting column is fixedly connected with a limiting sleeve. In the utility model, the three pre-stressed plates are all made of corrugated steel materials, so that the pre-stress for improving the main body of the simply supported beam can be effectively provided, and the simply supported beam can be effectively reinforced, therefore, the problems of sinking, cracking and the like of old bridges and dangerous bridges can be solved, meanwhile, the bending-resistant and shearing-resistant bearing capacity of the bridges is improved, and the reinforcing effect is obvious.

The invention belongs to the technical field of outdoor field in-situ direct shear tests, and discloses in-situ direct shear test equipment, a test system and a use method, the equipment comprises a base, and a shear clamp is arranged at the top of a fixed clamp; through holes are formed in four corners of the fixing clamp and the shearing clamp; a clamp sliding groove is formed in the bottom face of the shearing clamp. A clamp rolling ball is arranged in the clamp sliding groove. A first pressing plate is arranged at the top of the shearing clamp, a second pressing plate is arranged at the top of the first pressing plate, and a pressure plate sliding groove is formed in the bottom of the second pressing plate; a pressure plate rolling ball is arranged in the pressure plate sliding groove. Supporting frames are arranged on the base on the outer sides of four corners of the fixing clamp; a vertical load simulation loading mechanism is arranged at the top of the support frame; a shearing force load simulation loading mechanism is arranged on a supporting body on the right side of the fixing clamp and the shearing clamp. The device is small in occupied space, convenient to carry and transfer and capable of adapting to field direct shearing in various geological environments.

The invention relates to a load transfer analysis method, system, equipment and medium based on a CFSC structure of a steel-concrete combined section, and the method comprises the steps: building a unit mechanical model of the CFSC structure based on equivalent spring assumption, proposing a first balance equation of the unit mechanical model, setting a node interval for the unit mechanical model, and setting a second balance equation for the unit mechanical model; deducing the first balance equation based on the node interval to obtain a first load transfer expression of the unit mechanical model; deducing the first load transfer expression based on interface bonding force analysis, interface relative slip analysis, interface friction force analysis, shear load analysis and difference estimation analysis to obtain a second load transfer expression; a combined mechanical model of the steel-concrete joint structure is constructed, the steel-concrete joint structure comprises a plurality of CFSC structure units, a second balance equation of the combined mechanical model is proposed based on the strain plane section assumption, the second balance equation is deduced based on the variable matrix, and a third load transfer expression of the combined mechanical model is obtained.