Disclosure of Invention
The invention aims to solve the problems of multiple failure modes, complex failure mechanisms and difficult accurate prediction of a composite material pressure-resistant structure, and further provides a test verification method of the deep sea composite material pressure-resistant structure.
The invention adopts the technical proposal for solving the problems that the method comprises the following steps:
step 1, making a test verification preliminary scheme;
Step 2, a material-level test piece and a detection test;
step 3, a composite material column shell model and a test are carried out;
Step 4, a composite material plate model and a test are carried out;
And 5, a compression ratio model and a test of the compression ratio of the composite material compression-resistant structure.
Further, the step 1 of establishing a preliminary test and verification scheme specifically includes:
According to the concept scheme of the pressure-resistant structure of the composite material of the deep sea submersible, mechanical properties of typical parts of the pressure-resistant structure of the composite material are primarily mastered through calculation and analysis, and the material-level test piece test requirement, the composite material column shell model test requirement, the composite material plate model test requirement and the composite material pressure-resistant structure compression ratio model test requirement are provided, so that the design method and the design scheme of the pressure-resistant structure of the composite material are supported and verified.
Further, the step of the material-level test piece and the detection test in the step 2 specifically includes:
Step 201, designing a test piece and completing a detection test according to the test requirement of the material-level test piece and the standard and experience;
step 202, obtaining the elastic modulus of a composite material single-layer plate or a laminated plate through the tests of stretching, compressing, shearing, bending and the like of a material-level test piece;
step 203, obtaining the strength performance of the composite material single-layer plate or the laminated plate through tests such as stretching, compressing, shearing, bending, impacting, fracture toughness and the like.
Further, the step of the composite material column shell model and the test in the step 3 specifically comprises the following steps:
Step 301, completing design and manufacture of composite material column shells of a series of sizes and specification types according to the test requirements of the composite material column shell model;
Step 302, grasping macroscopic rigidity performance of the composite material laminated plate through a series of composite material column shell vibration performance tests;
Step 303, grasping the strength failure rule of the composite material shell under different stress states through a series of end supported composite material column shell static pressure failure tests;
step 304, grasping a transition rule between the strength damage and the stability damage of the composite material shell under the bidirectional compression load through a series of composite material column shell static pressure damage tests with slenderness ratio;
step 305, grasping the mechanical properties and failure modes of shells of different layering schemes through static pressure damage tests of composite material shells of different layering schemes;
step 306, grasping the strength and sealing performance of a composite material connecting interface through a composite material column shell, cone shell and spherical shell combined model static pressure damage test;
step 307, grasping the impact resistance and the explosion damage failure mode of the composite material shell through the underwater explosion impact test of the composite material column shell, the cone shell, the ball shell and other models.
Further, the step of the composite material plate grid model and the test in the step 4 specifically comprises the following steps:
Step 401, completing design and manufacture of composite material plate grid models with a series of dimension specifications according to test requirements of the composite material plate grid models;
Step 402, mastering the bearing capacity and failure mode of a composite pressure-resistant structure shell plate through a one-way compression test and a bending test of a midspan annular plate model and a midspan axial plate model with different sizes, and researching the influence rule of different design parameters on the mechanical characteristics of the shell plate;
step 403, mastering the bearing capacity and failure mode of the composite material pressure-resistant structure shell plate-reinforcing rib combined structure through a span end annular plate model and a span end axial plate model unidirectional compression test and a bending test with different sizes, and researching the influence rules of different design parameters on the mechanical characteristics of the shell plate-reinforcing rib combined structure.
Further, the step of the compression-resistant structure scaling model and the test of the composite material in the step 5 specifically comprises the following steps:
Step 501, completing the design and manufacture of a compression ratio model of the pressure-resistant structure of the composite material according to the test requirement of the compression ratio model of the pressure-resistant structure of the composite material;
step 502, grasping the ultimate bearing capacity and failure mode of a model through a static pressure damage test of a compression ratio model of a composite material pressure-resistant structure;
step 503, grasping fatigue performance, creep resistance and sealing connection performance of the model through experiments such as fatigue, creep and the like of the compression ratio model of the compression ratio structure of the composite material;
step 504, grasping the impact resistance of the model through an explosion impact test of the compression ratio model of the composite material compression structure.
The compression ratio model of the composite material compression structure comprises a composite material annular rib reinforcement compression model, a composite material multistage reinforcement compression model and other different types.
The invention has the beneficial effects that the method is different from the traditional test verification method of the metal ring rib reinforcement pressure-resistant structure, provides a method for evaluating the bearing performance of different parts and different failure modes of the pressure-resistant structure of the composite material through the test of the compression ratio model of the pressure-resistant structure of the composite material column shell, the composite material plate grid and the composite material plate grid, and provides the structural scheme, the specification type and the test type of the composite material column shell model and the composite material plate grid model, which is beneficial to solving the problems of multiple failure modes, complex failure mechanism and difficult accurate prediction of the pressure-resistant structure of the composite material and guiding the weight reduction, the high bearing design and the optimization of the pressure-resistant structure of the composite material.
Detailed Description
The first embodiment describes the present embodiment with reference to fig. 1 to 3, and the method for verifying the pressure-resistant structure of the deep-sea composite material according to the present embodiment includes the steps of:
step 1, making a test verification preliminary scheme;
Step 2, a material-level test piece and a detection test;
step 3, a composite material column shell model and a test are carried out;
Step 4, a composite material plate model and a test are carried out;
And 5, a compression ratio model and a test of the compression ratio of the composite material compression-resistant structure.
In a second embodiment, referring to fig. 1 to 3, a preliminary scheme for making test verification in step1 of the test verification method for a withstand voltage structure of a deep sea composite material according to the present embodiment specifically includes:
According to the concept scheme of the pressure-resistant structure of the composite material of the deep sea submersible, mechanical properties of typical parts of the pressure-resistant structure of the composite material are primarily mastered through calculation and analysis, and the material-level test piece test requirement, the composite material column shell model test requirement, the composite material plate model test requirement and the composite material pressure-resistant structure compression ratio model test requirement are provided, so that the design method and the design scheme of the pressure-resistant structure of the composite material are supported and verified.
The third embodiment describes the method for verifying the pressure-resistant structure of the deep-sea composite material according to the present embodiment with reference to fig. 1 to 3, wherein the steps of the material-level test piece and the detection test in the step 2 specifically include:
Step 201, designing a test piece and completing a detection test according to the test requirement of the material-level test piece and the standard and experience;
step 202, obtaining the elastic modulus of a composite material single-layer plate or a laminated plate through the tests of stretching, compressing, shearing, bending and the like of a material-level test piece;
step 203, obtaining the strength performance of the composite material single-layer plate or the laminated plate through tests such as stretching, compressing, shearing, bending, impacting, fracture toughness and the like.
The detection test type comprises detection of tensile, compression, shearing, bending, impact and fracture toughness, and the material-level test piece detection test can acquire basic data such as elastic modulus, strength performance and the like of the composite material under unidirectional stress state, and is used for mechanical performance analysis, evaluation and optimization design of a support composite material column shell, a typical plate grid, a shrinkage ratio model and a real-scale structure.
In a fourth embodiment, referring to fig. 1 to 3, a step 3 of a test verification method for a pressure-resistant structure of a deep sea composite material according to the present embodiment specifically includes:
Step 301, completing design and manufacture of composite material column shells of a series of sizes and specification types according to the test requirements of the composite material column shell model;
Step 302, grasping macroscopic rigidity performance of the composite material laminated plate through a series of composite material column shell vibration performance tests;
Step 303, grasping the strength failure rule of the composite material shell under different stress states through a series of end supported composite material column shell static pressure failure tests;
step 304, grasping a transition rule between the strength damage and the stability damage of the composite material shell under the bidirectional compression load through a series of composite material column shell static pressure damage tests with slenderness ratio;
step 305, grasping the mechanical properties and failure modes of shells of different layering schemes through static pressure damage tests of composite material shells of different layering schemes;
step 306, grasping the strength and sealing performance of a composite material connecting interface through a composite material column shell, cone shell and spherical shell combined model static pressure damage test;
step 307, grasping the impact resistance and the explosion damage failure mode of the composite material shell through the underwater explosion impact test of the composite material column shell, the cone shell, the ball shell and other models.
The composite material column shell model test can obtain the strength failure mode, the stability failure mode and the transition rule between strength failure and stability failure of the composite material in a bidirectional stress state, is used for establishing the strength rule of the composite material, and supports the mechanical performance analysis, evaluation and optimization design of the typical plate grid, the scaling model and the real-scale structure of the composite material.
In a fifth embodiment, referring to fig. 1 to 3, a step 4 of the test verification method for a pressure-resistant structure of a deep sea composite material according to the present embodiment specifically includes:
Step 401, completing design and manufacture of composite material plate grid models with a series of dimension specifications according to test requirements of the composite material plate grid models;
Step 402, mastering the bearing capacity and failure mode of a composite pressure-resistant structure shell plate through a one-way compression test and a bending test of a midspan annular plate model and a midspan axial plate model with different sizes, and researching the influence rule of different design parameters on the mechanical characteristics of the shell plate;
step 403, mastering the bearing capacity and failure mode of the composite material pressure-resistant structure shell plate-reinforcing rib combined structure through a span end annular plate model and a span end axial plate model unidirectional compression test and a bending test with different sizes, and researching the influence rules of different design parameters on the mechanical characteristics of the shell plate-reinforcing rib combined structure.
The specification types of the composite material plate grid model mainly comprise a cross-middle annular plate grid model, a cross-middle axial plate grid model, a cross-end annular plate grid model, a cross-end axial plate grid model and the like.
The composite material plate grid model test can obtain the damage mode and mechanical property of the composite material pressure-resistant structure in the hydrostatic pressure state, and is used for supporting the mechanical property analysis evaluation and optimization design of the composite material scaling model and the real-scale structure.
In a sixth embodiment, referring to fig. 1 to 3, the step 5 of the test verification method for the withstand voltage structure of the deep sea composite material according to the present embodiment specifically includes:
Step 501, completing the design and manufacture of a compression ratio model of the pressure-resistant structure of the composite material according to the test requirement of the compression ratio model of the pressure-resistant structure of the composite material;
step 502, grasping the ultimate bearing capacity and failure mode of a model through a static pressure damage test of a compression ratio model of a composite material pressure-resistant structure;
step 503, grasping fatigue performance, creep resistance and sealing connection performance of the model through experiments such as fatigue, creep and the like of the compression ratio model of the compression ratio structure of the composite material;
step 504, grasping the impact resistance of the model through an explosion impact test of the compression ratio model of the composite material compression structure.
The compression ratio model of the composite material compression structure comprises a composite material annular rib reinforcement compression model, a composite material multistage reinforcement compression model and other different types.
The compression ratio model test of the composite material pressure-resistant structure can obtain static bearing characteristics, fatigue creep characteristics, explosion impact characteristics and the like of the composite material pressure-resistant structure under hydrostatic pressure, and is used for mechanical performance analysis evaluation and optimization design of the support composite material real-scale pressure-resistant structure.
The composite column shell model comprises a composite column shell, an end cover (metal or composite material) and the like. And two ends of the composite material column shell are respectively connected with the end covers in a sealing way to form a composite material column shell model.
The composite material plate mould comprises a composite material plate mould, an end steel groove and the like. And the two ends of the composite material plate grid are respectively connected with the end steel grooves through resin, resin quartz sand and the like to form the composite material plate grid model. The surface of the end steel groove is a test loading surface or a clamping surface.
The composite pressure-resistant structural shell plates and the reinforcing ribs are all made of composite materials.
The present invention is not limited to the preferred embodiments, and the present invention is described above in any way, but is not limited to the preferred embodiments, and any person skilled in the art will appreciate that the present invention is not limited to the embodiments described above, while the invention has been described with respect to specific examples including presently preferred modes of carrying out the invention, those skilled in the art will appreciate that there are numerous variations and permutations of the above described embodiments that fall within the spirit and scope of the invention as set forth in the appended claims.