CN107655650B - Collision Detection Method for Lever Loaded System for Structural Testing - Google Patents
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Abstract
本发明涉及一种用于结构试验的杠杆加载系统碰撞检测方法,在给定各个杠杆的连接关系、尺寸和初始位置,且结构表面加载点位移与作动器固定点位移已知的前提下,计算出杠杆加载系统中各个杠杆端点的坐标,用于试验方案的演示和合理性分析,并预测试验过程中杠杆加载系统是否会发生碰撞。与现有技术相比,本发明具有预测精度高等优点。
The invention relates to a collision detection method for a lever loading system used in structural tests. Given the connection relationship, size and initial position of each lever, and the displacement of the loading point on the surface of the structure and the displacement of the fixed point of the actuator are known, Calculate the coordinates of each lever end point in the lever loading system, which is used for the demonstration and rationality analysis of the test plan, and predict whether the lever loading system will collide during the test. Compared with the prior art, the present invention has the advantages of high prediction accuracy and the like.
Description
技术领域technical field
本发明涉及结构静强度试验,尤其是涉及一种用于结构试验的杠杆加载系统碰撞检测方法。The invention relates to a structure static strength test, in particular to a collision detection method of a lever loading system used for a structure test.
背景技术Background technique
在飞机的全机或部件结构试验中,地面试验是验证设计方案、减小设计风险的重要方法。需要将结构所受的载荷(气动载荷、惯性载荷、集中载荷等)简化为数量有限的集中载荷,在相应位置布置加载点,连接加载系统来模拟真实受载情况,加载系统通常采用一组逐级连接的杠杆,可以实现一个作动器对多个点的加载。目前,国内的结构试验设计研究工作现状是某些厂所编制了一些辅助性的计算程序,如分布载荷演算、杠杆计算、配重计算等。In the whole machine or component structural test of the aircraft, the ground test is an important method to verify the design scheme and reduce the design risk. It is necessary to simplify the loads on the structure (aerodynamic loads, inertial loads, concentrated loads, etc.) The level-connected lever can realize the loading of one actuator to multiple points. At present, the status quo of domestic structural test design and research work is that some factories have compiled some auxiliary calculation programs, such as distributed load calculation, lever calculation, counterweight calculation, etc.
如果在试验中,飞机结构产生大的变形,则杠杆系统也会产生较大的位移,因此可能引发内部的碰撞、干涉,也可能与其他试验设施发生碰撞,为了预测这种加载系统的干涉,可以用计算机辅助设计软件建立杠杆加载系统的三维模型,然后根据杠杆的位移更改杠杆的坐标,从而识别出变形状态下杠杆系统的干涉情况。但是如何来实现成为当下需要解决的问题。If the aircraft structure undergoes a large deformation during the test, the lever system will also produce a large displacement, which may cause internal collisions, interference, and collisions with other test facilities. In order to predict the interference of this loading system, The three-dimensional model of the lever loading system can be established with computer-aided design software, and then the coordinates of the lever can be changed according to the displacement of the lever, so as to identify the interference of the lever system in the deformed state. But how to achieve it has become a problem that needs to be solved now.
发明内容Contents of the invention
本发明的目的就是为了克服上述现有技术存在的缺陷而提供一种预测精度高的用于结构试验的杠杆加载系统碰撞检测方法。The object of the present invention is to provide a collision detection method for a lever loading system for structural tests with high prediction accuracy in order to overcome the above-mentioned defects in the prior art.
本发明的目的可以通过以下技术方案来实现:The purpose of the present invention can be achieved through the following technical solutions:
一种用于结构试验的杠杆加载系统碰撞检测方法,在给定各个杠杆的连接关系、尺寸和初始位置,且结构表面加载点位移与作动器固定点位移已知的前提下,计算出杠杆加载系统中各个杠杆端点的坐标,用于试验方案演示和合理性分析,并预测试验过程中杠杆加载系统是否会发生碰撞。A collision detection method for a lever loading system used in structural tests. Given the connection relationship, size and initial position of each lever, and the displacement of the loading point on the surface of the structure and the displacement of the fixed point of the actuator are known, the lever is calculated. The coordinates of each lever end point in the loading system are used for test program demonstration and rationality analysis, and to predict whether the lever loading system will collide during the test.
优选的,所述的计算出杠杆加载系统中各个杠杆端点的坐标具体为:Preferably, the calculated coordinates of each lever end point in the lever loading system are specifically:
对杠杆加载系统中的每个杠杆建立非线性方程组,在初始状态下方程组满足平衡关系;在结构变形状态下,结构表面点和作动器固定点的坐标为已知变量,将其代入方程组,使用非线性方程组求解方法解得各个杠杆端点的坐标。A nonlinear equation system is established for each lever in the lever loading system, and the equation system satisfies the equilibrium relationship in the initial state; in the state of structural deformation, the coordinates of the structure surface point and the fixed point of the actuator are known variables, which are substituted into Equations, the coordinates of the end points of each lever are solved using a nonlinear equation solution method.
优选的,所述的非线性方程组建立具体如下:Preferably, the establishment of the nonlinear equation system is specifically as follows:
对于第i个杠杆,其两端点为i1(xi1,yi1,zi1)和i2(xi2,yi2,zi2),该杠杆与上级杠杆连接的端点为h1(xh1,yh1,zh1),在初始状态下为已知量,在结构发生变形时为待求量;For the i-th lever, its two ends are i 1 (x i1 ,y i1 ,z i1 ) and i 2 (x i2 ,y i2 ,z i2 ), and the end point of the lever connected to the upper level lever is h 1 (x h1 , y h1 , z h1 ), which is a known quantity in the initial state and a quantity to be obtained when the structure deforms;
杠杆中点距离两端点的长度分别为m和n,在试验方案确定的情况下为定值;杠杆上的加载点为i3,其坐标为 The lengths from the middle point of the lever to the two ends are m and n respectively, which are fixed values when the test plan is determined; the loading point on the lever is i 3 , and its coordinates are
向量为杠杆的端点i1和低一级杠杆j上加载点的连线,长度Lj,为杠杆的端点i2与低一级杠杆k加载点的连线,长度为Lk,Lj和Lk在加载过程中保持不变vector is the connection line between the end point i 1 of the lever and the loading point on the lower level lever j, the length L j , is the connection line between the end point i 2 of the lever and the loading point of the lower level lever k, the length is L k , and L j and L k remain unchanged during the loading process
引入向量i1j3及其单位向量 的单位向量为 Introduce the vector i 1 j 3 and its unit vector The unit vector of is
杠杆i上,端点到其加载点i3的向量分别为和 On lever i, the vectors from the end point to its loading point i 3 are respectively and
引入系数RIntroduce coefficient R
引入向量和 Introduce vector and
h1为上一级杠杆的端点;h 1 is the endpoint of the upper lever;
对杠杆i建立非线性方程组Set up a system of nonlinear equations for lever i
其中最后一项展开后可得到三个方程,构成了关于杠杆i端点坐标的方程组。the last of these After expansion, three equations can be obtained, which constitute a system of equations about the coordinates of the end point of the lever i.
优选的,对于最低一级杠杆,方程组中的i3和k3为结构表面的点,对于最高一级杠杆,上述计算过程中的h1为作动器的固定点。Preferably, for the lowest level of lever, i 3 and k 3 in the equations are points on the structure surface, and for the highest level of lever, h 1 in the above calculation process is the fixed point of the actuator.
优选的,按上述方程对所有杠杆建立如公式(10)所示方程组,在组合成整个杠杆系统位移的非线性方程组。Preferably, a system of equations as shown in formula (10) is established for all levers according to the above equation, and then combined into a system of nonlinear equations for the displacement of the entire lever system.
优选的,所述的预测试验过程中杠杆加载系统是否会发生碰撞具体为:求解所述整个杠杆系统位移的非线性方程组,即可得到结构发生位移的情况下,杠杆的位移;根据各个杠杆端点位置和实际所用杠杆的外形尺寸,通过计算或者用绘图法得出其所占用的空间,判断相邻杠杆所占的空间是否干涉,若发生干涉则代表实际中杠杆会发生碰撞和干涉;同理,判断其他试验设施所占空间是否与杠杆所占空间发生干涉,若发生干涉则代表会发生碰撞。Preferably, the predictive test process of whether the lever loading system will collide is specifically: solving the nonlinear equations of the displacement of the entire lever system, the displacement of the lever can be obtained when the structure is displaced; according to each lever The endpoint position and the external dimensions of the actual lever used can be calculated or drawn to obtain the space occupied by it, and judge whether the space occupied by adjacent levers interferes. If there is interference, it means that the actual levers will collide and interfere; at the same time To determine whether the space occupied by other test facilities interferes with the space occupied by the lever. If there is interference, it means that there will be a collision.
与现有技术相比,本发明针对航空结构静强度试验杠杆加载系统变形模拟部分,可求解航空结构在作动器驱动下发生大变形时,整个杠杆加载系统在空间的位置,从而进一步精确地预测试验过程中杠杆加载系统是否会发生碰撞。Compared with the prior art, the present invention is aimed at the deformation simulation part of the lever loading system of the static strength test of the aeronautical structure, and can solve the position of the entire lever loading system in space when the aerostructure undergoes large deformation driven by the actuator, thereby further accurately Predict whether a lever-loaded system will crash during a test.
附图说明Description of drawings
图1为杠杆系统示意图;Fig. 1 is a schematic diagram of a lever system;
图2为结构变形较大时,以较小的变形增量逐步求解计算流程图;Fig. 2 is a flow chart for gradually solving calculations with smaller deformation increments when the structural deformation is large;
图3为具体实施例中变形前的坐标示意图;Fig. 3 is a schematic diagram of coordinates before deformation in a specific embodiment;
图4为具体实施例中变形后的坐标示意图。Fig. 4 is a schematic diagram of coordinates after deformation in a specific embodiment.
具体实施方式Detailed ways
下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例是本发明的一部分实施例,而不是全部实施例。基于本发明中的实施例,本领域普通技术人员在没有做出创造性劳动的前提下所获得的所有其他实施例,都应属于本发明保护的范围。The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the drawings in the embodiments of the present invention. Obviously, the described embodiments are part of the embodiments of the present invention, not all of them. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts shall fall within the protection scope of the present invention.
杠杆加载系统的与结构表面加载点的定义如图1所示。对于第i个杠杆,其两端点为i1(xi1,yi1,zi1)和i2(xi2,yi2,zi2),上级杠杆的一个端点为h1(xh1,yh1,zh1),在初始状态下为已知量,在结构发生变形时为待求量。杠杆中点距离两端点的长度分别为m和n,在试验方案确定的情况下为定值;杠杆上的加载点为i3,其坐标为向量和分别为杠杆的两个端点与低一级杠杆j和杠杆k中间点的连线,其长度分别为Lj和Lk,在加载过程中保持不变。The definition of the loading point of the lever loading system and the surface of the structure is shown in Fig. 1. For the i-th lever, its two endpoints are i 1 (x i1 ,y i1 ,z i1 ) and i 2 (x i2 ,y i2 ,z i2 ), and one endpoint of the upper level lever is h 1 (x h1 ,y h1 ,z h1 ), which is a known quantity in the initial state and a quantity to be obtained when the structure is deformed. The lengths from the middle point of the lever to the two ends are m and n respectively, which are fixed values when the test plan is determined; the loading point on the lever is i 3 , and its coordinates are vector and They are the connecting lines between the two end points of the lever and the intermediate points of the lower level lever j and lever k, the lengths of which are L j and L k respectively, which remain unchanged during the loading process.
引入向量i1j3及其单位向量 Introduce the vector i 1 j 3 and its unit vector
引入系数RIntroduce coefficient R
引入向量和 Introduce vector and
对杠杆i建立非线性方程组Set up a system of nonlinear equations for lever i
其中最后一项得到矢量展开后可得到三个方程,这就是关于杠杆i端点坐标的方程组。对于最低一级杠杆,方程组中的i3和k3为结构表面的点,对于最高一级杠杆,上述计算过程中的h1为作动器的固定点。the last of these After the expansion of the obtained vector, three equations can be obtained, which are the equations about the coordinates of the end point of the lever i. For the lowest level of lever, i 3 and k 3 in the equations are points on the structure surface, and for the highest level of lever, h 1 in the above calculation process is the fixed point of the actuator.
按上述方程对所有杠杆建立如公式(10)所示方程组,在组合成整个杠杆系统位移的非线性方程组。在初始状态下方程组满足平衡关系;在结构变形状态下,结构表面点和作动器固定点的坐标为已知变量,将其代入方程组,使用非线性方程组求解方法解得各个杠杆端点的坐标。According to the above equations, establish a system of equations as shown in formula (10) for all levers, and then combine them into a system of nonlinear equations for the displacement of the entire lever system. In the initial state, the equation system satisfies the equilibrium relationship; in the structural deformation state, the coordinates of the structure surface point and the fixed point of the actuator are known variables, which are substituted into the equation system, and each lever end point is obtained by using the nonlinear equation solution method coordinate of.
若结构变形较大,需要以较小的变形增量逐步求解方程,计算的流程图如图2所示:If the structural deformation is large, it is necessary to gradually solve the equation with a small deformation increment. The calculation flow chart is shown in Figure 2:
下面结合具体实施例对本发明进行详细说明。The present invention will be described in detail below in conjunction with specific embodiments.
取一个最高为二级的杠杆系统作为模拟对象(所有长度单位均为mm),初始情况如图3所示:两个一级杠杆长度分别为994.3mm、1003.3mm、1006.6mm和1004.1mm(按图3中最低一级点从左往右顺序);二级杠杆长1000mm;结构表面点坐标(按图3中最低一级点从左往右顺序)为(38141.3,605.7,1400)、(38365,596.7,1600)、(38594.4,593.4,1800)和(38823.8,595.9,2000);作动器固定点坐标为(38543.6,4600,1754.9)。Take a lever system with the highest level 2 as the simulation object (all length units are mm), the initial situation is shown in Figure 3: the lengths of the two level 1 levers are 994.3mm, 1003.3mm, 1006.6mm and 1004.1mm respectively (according to In Fig. 3, the lowest level point is from left to right order); the length of the secondary lever is 1000mm; the structure surface point coordinates (according to the order of the lowest level point from left to right in Fig. 3) are (38141.3, 605.7, 1400), (38365 , 596.7, 1600), (38594.4, 593.4, 1800) and (38823.8, 595.9, 2000); the coordinates of the fixed point of the actuator are (38543.6, 4600, 1754.9).
图中一级杠杆端点坐标:(38141.3,1600,1400)、(38365.3,1600,1600)、(38594.4,1600,1800)、(38823.8,1600,2000)。The coordinates of the primary lever endpoints in the figure: (38141.3, 1600, 1400), (38365.3, 1600, 1600), (38594.4, 1600, 1800), (38823.8, 1600, 2000).
二级杠杆端点坐标:(38268.7,2600,1513.9)、(38719.6,2600,1909.2)。Coordinates of the secondary lever endpoints: (38268.7, 2600, 1513.9), (38719.6, 2600, 1909.2).
假设在作动器作用下结构表面点坐标变为(38141.3,610.13,1400)、(38365,621.6,1400)、(38594.4,648.56,1400)、(38823.8,684.61,1400)。将变化后坐标带入方程组,计算得到变形后杠杆各点坐标,如图4所示。Assume that under the action of the actuator, the coordinates of the surface points of the structure become (38141.3, 610.13, 1400), (38365, 621.6, 1400), (38594.4, 648.56, 1400), (38823.8, 684.61, 1400). Bring the changed coordinates into the equations, and calculate the coordinates of each point of the deformed lever, as shown in Figure 4.
计算得到变形后各杠杆端点的坐标值为:The calculated coordinates of the end points of each lever after deformation are:
一级杠杆端点:(38156.7,2025.6,1413.6)、(38367.6,2125.6,1602.2)、Primary leverage endpoints: (38156.7, 2025.6, 1413.6), (38367.6, 2125.6, 1602.2),
(38596.8,2228.7,1802.1)、(38812.1,2333.7,1989.1)。(38596.8, 2228.7, 1802.1), (38812.1, 2333.7, 1989.1).
二级杠杆端点:(38284.9,3082.5,1528.2)、(38709.1,3286.0,1899.9)。Secondary leverage endpoints: (38284.9, 3082.5, 1528.2), (38709.1, 3286.0, 1899.9).
以上所述,仅为本发明的具体实施方式,但本发明的保护范围并不局限于此,任何熟悉本技术领域的技术人员在本发明揭露的技术范围内,可轻易想到各种等效的修改或替换,这些修改或替换都应涵盖在本发明的保护范围之内。因此,本发明的保护范围应以权利要求的保护范围为准。The above is only a specific embodiment of the present invention, but the protection scope of the present invention is not limited thereto. Any person familiar with the technical field can easily think of various equivalents within the technical scope disclosed in the present invention. Modifications or replacements shall all fall within the protection scope of the present invention. Therefore, the protection scope of the present invention should be based on the protection scope of the claims.
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