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Method for obtaining dynamic resilience mechanical characteristic parameters of aggregates

A technology of resilience mechanics and characteristic parameters, applied in the direction of electrical digital data processing, instruments, geometric CAD, etc., can solve the problems of engineering construction stability or convenience impact, unreasonable structural response, and reduce accuracy, so as to solve the stress Dependency and Orthotropy Problems, Improve Science and Reasonability, Improve Effects of Simplification and Approximation

Active Publication Date: 2020-07-31
CHANGSHA UNIVERSITY OF SCIENCE AND TECHNOLOGY
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Problems solved by technology

Although these measures simplify the process of solving the mechanical parameters of aggregates, they inevitably reduce its accuracy and easily lead to unreasonable structural responses in structural calculations.
Recently, there have also been some studies on the stress dependence and orthotropy of the dynamic springback properties of pellets, but they are still mainly studied separately, and there is no fast and effective acquisition method
However, the simulation experiment method can only obtain the dynamic springback mechanical characteristic parameters under the set stress state, and the experimental process is complicated and the acquisition speed is slow.
[0004] The current method of obtaining dynamic springback mechanical characteristic parameters is far from meeting the requirements for obtaining dynamic springback mechanical characteristic parameters under various stress states in the process of civil engineering design and construction. big impact

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  • Method for obtaining dynamic resilience mechanical characteristic parameters of aggregates
  • Method for obtaining dynamic resilience mechanical characteristic parameters of aggregates
  • Method for obtaining dynamic resilience mechanical characteristic parameters of aggregates

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Embodiment Construction

[0020] Specific embodiments of the present invention will be described in detail below in conjunction with the accompanying drawings. It should be understood that the specific embodiments described here are only used to illustrate and explain the present invention, and are not intended to limit the present invention.

[0021] In the present invention, the instrument used for the dynamic triaxial test is the UMT-100 dynamic triaxial test system produced by the Australian IPC company. The linear displacement sensor used is a DONG-DO pen type displacement sensor produced by Hangzhou Dongfang Measuring Instrument Technology Co., Ltd. The aggregate used was limestone crushed stone. The test process was carried out according to the method of "Code for Design of Highway Asphalt Pavement" (JTG D50-2017) issued by the Ministry of Transport of the People's Republic of China.

[0022] Such as figure 1 As shown, an embodiment of the method for obtaining the dynamic rebound dynamics cha...

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Abstract

The invention relates to the field of civil engineering, and discloses a method for acquiring dynamic resilience mechanical characteristic parameters of aggregates, which comprises the following steps: 1) deriving a stress increment constitutive equation of the aggregates, and determining a stress loading sequence according to the equation; 2) performing a dynamic triaxial test on the granules according to the stress loading sequence, recording the stress level, the stress increment, the corresponding horizontal deformation and the corresponding vertical deformation of the test, and calculating the horizontal strain increment and the vertical strain increment; 3) introducing a stress dependence model of dynamic resilience mechanical characteristic parameters; and 4) performing parameter regression analysis, and determining model parameters to obtain a nonlinear dynamic resilience mechanical characteristic parameter prediction model including dynamic resilience modulus, Poisson's ratioand orthotropic parameters. According to the method, the model for predicting the dynamic resilience mechanical characteristic parameters of the aggregate under different stress states can be established, the dynamic resilience mechanical characteristic parameters under various stress states can be conveniently and accurately obtained, and the requirements of engineering construction are met.

Description

technical field [0001] The invention relates to the field of civil engineering, in particular to a method for obtaining dynamic springback mechanics characteristic parameters of granular materials. Background technique [0002] Aggregate is a common building material in civil engineering, and is widely used in road bases, cushions, etc. The dynamic resilience mechanical properties of pellets have typical stress dependence and orthotropy, that is, the dynamic resilience modulus and Poisson's ratio of pellets change with the change of stress level, and in different directions of force Up (horizontal and vertical) are also different. The dynamic resilience parameters of aggregates directly affect the mechanical characteristics and structural strength of the base, and then affect the design of civil engineering structures and parameters. Therefore, in civil engineering, it is necessary to obtain the dynamic springback mechanical characteristic parameters of aggregates under va...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G06F30/13G06F119/14
Inventor 黄优刘朝晖李盛刘靖宇柳力
Owner CHANGSHA UNIVERSITY OF SCIENCE AND TECHNOLOGY
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