CN117232419A - Method and system for measuring thermal deformation of complex antenna structure - Google Patents
Method and system for measuring thermal deformation of complex antenna structure Download PDFInfo
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Abstract
本发明提供一种复杂天线结构热变形测量方法及系统,结合摄影测量测试环境,在复杂天线结构上布置测量单点和编码点;改变结构温度,利用摄影测量技术对不同温度下结构进行多次测量,得到各点的变形量,对其进行处理分析获得结构热性能的实测结果;根据实际天线结构建立有限元模型,并模拟实际温度环境对其进行变形分析;使实际测量与有限元分析结果坐标系基本吻合,对比实测和仿真结果在各方向变形量的一致性,并对有限元模型做出调整,使仿真结果与实测相符。本发明采用摄影测量获得复杂天线结构的热变形特性,并构建其有限元模型进行分析,得到与实际结构和实测结构都相符的有限元模型,适用于形式和材料较复杂的天线结构较大变形的测量。
The invention provides a method and system for measuring thermal deformation of a complex antenna structure. Combined with the photogrammetry test environment, measurement single points and coding points are arranged on the complex antenna structure; the temperature of the structure is changed, and photogrammetry technology is used to conduct multiple measurements on the structure at different temperatures. Measure and obtain the deformation of each point, process and analyze it to obtain the actual measurement results of the thermal performance of the structure; establish a finite element model based on the actual antenna structure, and simulate the actual temperature environment to conduct deformation analysis; make the actual measurement and finite element analysis results The coordinate system is basically consistent. Compare the consistency of the deformation in all directions between the actual measurement and simulation results, and adjust the finite element model to make the simulation results consistent with the actual measurement. The present invention uses photogrammetry to obtain the thermal deformation characteristics of complex antenna structures, and constructs its finite element model for analysis. It obtains a finite element model that is consistent with both the actual structure and the measured structure, and is suitable for large deformations of antenna structures with complex forms and materials. Measurement.
Description
技术领域Technical field
本发明属于天线结构热变形测量评估领域,特别涉及基于摄影测量和有限元分析的复杂天线结构热变形测量方法及系统。The invention belongs to the field of thermal deformation measurement and evaluation of antenna structures, and particularly relates to a method and system for measuring thermal deformation of complex antenna structures based on photogrammetry and finite element analysis.
背景技术Background technique
单口径天线的支撑结构设计往往较为复杂,且高精度天线的支撑结构所用材料通常密度较小、热性能优良以减小重力变形和热变形,如碳纤维增强复合材料(Carbon FiberReinforced Plastics,CFRP)是目前天线结构常用材料之一,具有各向异性、低密度、高强度、低热膨胀系数等特点,其热性能会较为复杂。对于这类复杂天线结构热性能的测试,主要测量其在温度变化下的变形量及变形趋势,对结构变形进行实际测量和有限元分析是两种测量方式。实测需要考虑测量精度是否满足,目前对复杂结构热变形测量的技术手段主要有激光跟踪仪、全站仪、摄影测量,它们的测量原理类似,都是通过测量分布在目标上多个点的空间位置的变化,其中激光跟踪仪和全站仪需要测量设备固定,不适用于复杂结构的测量,摄影测量更为灵活,是一种测量精度高且应用场景广的测量技术,其测量精度可达3μm+3μm/m,能够对大于几十微米的变形进行测量;有限元分析基本能够模拟各种环境下结构的变形特性,从而得到一些无法通过实际测量的变形特性,但需要考虑模型的准确性,由于模型细节、材料、载荷、约束等与实际结构会有所区别,这会导致分析结果与测量结果出现差异。因此将有限元分析与实测结果相结合,用复杂天线结构有限元分析结果验证实测得到的结构热变形趋势是否正确,而实测得到的变形量则与有限元分析结果进行对比,以验证有限元模型的准确性并对模型参数做出调整,得到摄影测量和有限元分析结果一致的天线结构的热变形特性的测试结果。The design of the support structure of a single-diameter antenna is often complex, and the materials used in the support structure of high-precision antennas usually have low density and excellent thermal properties to reduce gravity deformation and thermal deformation, such as carbon fiber reinforced composite materials (CFRP). Currently, it is one of the commonly used materials for antenna structures. It has the characteristics of anisotropy, low density, high strength, and low thermal expansion coefficient, and its thermal properties are relatively complex. For the testing of the thermal performance of such complex antenna structures, the deformation amount and deformation trend under temperature changes are mainly measured. Actual measurement and finite element analysis of the structural deformation are two measurement methods. Actual measurement needs to consider whether the measurement accuracy is sufficient. The current technical means for measuring thermal deformation of complex structures mainly include laser trackers, total stations, and photogrammetry. Their measurement principles are similar, and they all measure the space of multiple points distributed on the target. Changes in position, among which laser trackers and total stations require fixed measurement equipment, are not suitable for measurement of complex structures. Photogrammetry is more flexible. It is a measurement technology with high measurement accuracy and wide application scenarios. Its measurement accuracy can reach 3μm+3μm/m, capable of measuring deformations larger than tens of microns; finite element analysis can basically simulate the deformation characteristics of structures in various environments, thereby obtaining some deformation characteristics that cannot be measured in practice, but the accuracy of the model needs to be considered , because the model details, materials, loads, constraints, etc. will be different from the actual structure, which will lead to differences between the analysis results and the measurement results. Therefore, the finite element analysis is combined with the actual measurement results, and the finite element analysis results of the complex antenna structure are used to verify whether the measured thermal deformation trend of the structure is correct. The measured deformation amount is compared with the finite element analysis results to verify the finite element model. The accuracy was adjusted and the model parameters were adjusted to obtain test results of the thermal deformation characteristics of the antenna structure that were consistent with the results of photogrammetry and finite element analysis.
发明内容Contents of the invention
本发明针对现有技术中的不足,提供一种复杂天线结构热变形测量方法及系统。In view of the deficiencies in the prior art, the present invention provides a method and system for measuring thermal deformation of complex antenna structures.
为实现上述目的,本发明采用以下技术方案:In order to achieve the above objects, the present invention adopts the following technical solutions:
一种复杂天线结构热变形测量方法,其特征在于,包括如下步骤:A method for measuring thermal deformation of complex antenna structures, which is characterized by including the following steps:
步骤1:将测量结构放置在温度可控的环境舱中,在测量结构表面粘贴作为测量目标的测量点以及用于图片拼接的编码点;Step 1: Place the measurement structure in a temperature-controlled environmental chamber, and paste the measurement points as the measurement target and the coding points for picture splicing on the surface of the measurement structure;
步骤2:采用摄影测量的方式,在不同温度下对测量结构进行拍摄,拍摄完成后通过计算机对图像进行处理计算,得到不同温度下测量点的三维坐标;Step 2: Use photogrammetry to photograph the measurement structure at different temperatures. After the photography is completed, the image is processed and calculated by a computer to obtain the three-dimensional coordinates of the measurement points at different temperatures;
步骤3:对拍摄得到的三维坐标进行处理,得到各测量点的变形位移,根据变形位移绘制测量点变形位移与位置关系图并观察测量结构的热变形趋势,据此判断测量结果的正确性;Step 3: Process the three-dimensional coordinates obtained by shooting to obtain the deformation displacement of each measurement point. Draw a relationship between the deformation displacement and position of the measurement point based on the deformation displacement and observe the thermal deformation trend of the measurement structure, and judge the correctness of the measurement results accordingly;
步骤4:通过拟合测量点在各个方向的变形位移与位置关系,计算得到测量点在各个方向的热膨胀率;Step 4: By fitting the deformation displacement and position relationship of the measurement point in each direction, calculate the thermal expansion rate of the measurement point in each direction;
步骤5:建立实际结构的有限元模型,根据实际结构的约束状态和实际载荷对有限元模型进行约束和载荷施加,提取不同温度下与测量点相对应的节点的三维坐标,计算出温度变化下测量点相对应的节点在各个方向的热膨胀率;Step 5: Establish a finite element model of the actual structure, constrain and apply loads to the finite element model according to the constraint state and actual load of the actual structure, extract the three-dimensional coordinates of the nodes corresponding to the measurement points at different temperatures, and calculate the The thermal expansion rate of the node corresponding to the measurement point in all directions;
步骤6:对比测量点和测量点相对应的节点在各个方向的热膨胀率,调整有限元模型的材料参数;Step 6: Compare the thermal expansion rates in all directions of the measurement point and the node corresponding to the measurement point, and adjust the material parameters of the finite element model;
步骤7:采用调整后的有限元模型,对天线结构进行性能仿真分析。Step 7: Use the adjusted finite element model to conduct performance simulation analysis of the antenna structure.
为优化上述技术方案,采取的具体措施还包括:In order to optimize the above technical solutions, specific measures taken also include:
进一步地,步骤1中,所述测量结构表面布置温度传感器,用于检测测量结构的温度变化。Further, in step 1, a temperature sensor is arranged on the surface of the measurement structure for detecting temperature changes of the measurement structure.
进一步地,步骤2的过程具体如下:Further, the process of step 2 is as follows:
控制环境舱温度为T1并保持,待测量结构温度稳定后,关闭环境舱温度控制;Control the temperature of the environmental chamber to be T 1 and maintain it. After the temperature of the measured structure stabilizes, turn off the temperature control of the environmental chamber;
在不同位置和方向对测量结构进行至少连续两组拍摄,每组拍摄中使每个测量点和编码点都被拍摄进两幅以上的图像中,且保证拍摄的所有图像完全重叠以构造出整个测量结构;Take at least two consecutive sets of shots of the measurement structure at different positions and directions. In each set of shots, each measurement point and coding point is shot into more than two images, and ensure that all the images taken are completely overlapped to construct the entire measuring structure;
拍摄完成后通过计算机对图像进行处理计算,得到温度T1下测量点的三维坐标;After the shooting is completed, the image is processed and calculated by a computer to obtain the three-dimensional coordinates of the measurement point at temperature T 1 ;
控制环境舱温度为T2并保持,待测量结构温度稳定后,关闭环境舱温度控制,对结构进行至少连续两组拍摄,得到温度T2下测量点的三维坐标。Control and maintain the temperature of the environmental chamber at T 2. After the temperature of the measured structure stabilizes, turn off the temperature control of the environmental chamber and take at least two consecutive sets of shots of the structure to obtain the three-dimensional coordinates of the measurement points at temperature T 2 .
进一步地,步骤2中,整个拍摄过程中保证基准尺的位置固定不动。Further, in step 2, ensure that the position of the reference ruler is fixed during the entire shooting process.
进一步地,步骤2中,温度T1和T2的温差不少于50℃。Further, in step 2, the temperature difference between temperatures T 1 and T 2 is not less than 50°C.
进一步地,步骤3的过程具体如下:Further, the process of step 3 is as follows:
将所有拍摄得到的测量结构的三维坐标转换到同一坐标系,对比同一坐标系下同一测量点在不同温度下的三维坐标,得到各测量点的变形位移,包括在温度变化时的总位移以及在各个方向的位移;Convert the three-dimensional coordinates of all photographed measurement structures to the same coordinate system, compare the three-dimensional coordinates of the same measurement point at different temperatures in the same coordinate system, and obtain the deformation displacement of each measurement point, including the total displacement when the temperature changes and the total displacement when the temperature changes. Displacement in all directions;
根据变形位移,绘制测量点变形位移与位置关系图,按照热胀冷缩原理和热变形规律观察测量结构的热变形趋势,确认测量结果的正确性,若测量结果不正确,检查拍摄数据和拍摄过程,重新处理拍摄数据或者重新拍摄。According to the deformation displacement, draw the relationship between the deformation displacement and position of the measurement point, observe the thermal deformation trend of the measurement structure according to the principle of thermal expansion and contraction and the law of thermal deformation, and confirm the correctness of the measurement results. If the measurement results are incorrect, check the shooting data and the shooting process, reprocess the shooting data or shoot again.
进一步地,步骤4中,所述测量点在各个方向的热膨胀率通过如下方式计算:Further, in step 4, the thermal expansion rate of the measurement point in each direction is calculated as follows:
拟合测量点某一方向的位移与坐标关系得到一直线,将直线斜率k除以温差ΔT得到测量结构在某一方向的热膨胀率β。A straight line is obtained by fitting the relationship between the displacement and coordinates of the measurement point in a certain direction. Divide the slope k of the straight line by the temperature difference ΔT to obtain the thermal expansion rate β of the measured structure in a certain direction.
进一步地,步骤5的过程具体如下:Further, the process of step 5 is as follows:
建立实际结构的有限元模型,先根据实际结构的约束状态对有限元模型进行约束,再施加实际的重力载荷和温度载荷T1,提取与测量点相对应的节点的三维坐标L1;Establish a finite element model of the actual structure, first constrain the finite element model according to the constraint state of the actual structure, then apply the actual gravity load and temperature load T 1 , and extract the three-dimensional coordinates L 1 of the node corresponding to the measurement point;
改变温度载荷,对有限元模型施加温度载荷T2,分析得到此状态下测量点相对应的节点的三维坐标L2;Change the temperature load, apply temperature load T 2 to the finite element model, and analyze and obtain the three-dimensional coordinates L 2 of the node corresponding to the measurement point in this state;
将L2与L1进行对比,得到有限元模型中与测量点相对应的节点在温度变化ΔT=T2-T1下的仿真变形量和在各个方向的热膨胀率。Compare L 2 with L 1 to obtain the simulated deformation amount and thermal expansion rate in all directions of the node corresponding to the measurement point in the finite element model under temperature change ΔT=T 2 -T 1 .
进一步地,步骤6中,对比测量点和测量点相对应的节点在各个方向的热膨胀率,调整有限元模型所用材料的热膨胀系数。Further, in step 6, compare the thermal expansion coefficients of the measurement point and the node corresponding to the measurement point in each direction, and adjust the thermal expansion coefficient of the material used in the finite element model.
本发明还提出了一种复杂天线结构热变形测量系统,其特征在于,包括:The invention also proposes a complex antenna structure thermal deformation measurement system, which is characterized by including:
环境舱,温度可控且用于放置测量结构,所述测量结构表面粘贴作为测量目标的测量点以及用于图片拼接的编码点;The environmental chamber is temperature-controllable and is used to place the measurement structure. The surface of the measurement structure is pasted with measurement points as measurement targets and coding points for picture splicing;
摄影装置,用于在不同温度下对测量结构进行拍摄;Photographic device for photographing the measured structure at different temperatures;
计算机,用于执行以下操作:对拍摄完成后的图像进行处理计算,得到不同温度下测量点的三维坐标;计算机对拍摄得到的三维坐标进行处理,得到各测量点的变形位移,根据变形位移绘制测量点变形位移与位置关系图并观察测量结构的热变形趋势,据此判断测量结果的正确性;通过拟合测量点在各个方向的变形位移与位置关系,计算得到测量点在各个方向的热膨胀率;建立实际结构的有限元模型,根据实际结构的约束状态和实际载荷对有限元模型进行约束和载荷施加,提取不同温度下与测量点相对应的节点的三维坐标,并计算出温度变化下测量点相对应的节点在各个方向的热膨胀率;对比测量点和测量点相对应的节点在各个方向的热膨胀率,调整有限元模型的材料参数;采用调整后的有限元模型,对天线结构进行性能仿真分析。The computer is used to perform the following operations: process and calculate the image after the shooting is completed to obtain the three-dimensional coordinates of the measurement points at different temperatures; the computer processes the three-dimensional coordinates obtained from the shooting to obtain the deformation displacement of each measurement point, and draw based on the deformation displacement Measure the relationship between the deformation, displacement and position of the measurement point and observe the thermal deformation trend of the measurement structure to judge the correctness of the measurement results; by fitting the relationship between the deformation, displacement and position of the measurement point in each direction, calculate the thermal expansion of the measurement point in each direction. Rate; establish a finite element model of the actual structure, constrain and apply loads to the finite element model according to the constraint state and actual load of the actual structure, extract the three-dimensional coordinates of the nodes corresponding to the measurement points at different temperatures, and calculate the The thermal expansion rate of the node corresponding to the measurement point in all directions; compare the thermal expansion rate of the measurement point and the node corresponding to the measurement point in all directions, and adjust the material parameters of the finite element model; use the adjusted finite element model to conduct the antenna structure Performance simulation analysis.
本发明的有益效果是:本发明提供一种基于摄影测量和有限元分析的复杂天线结构热变形测量方法,能够得到复杂结构的变形趋势和变形量,并使测量结果与有限元分析结果一致。本发明有效提高了有限元模型的准确性,从而可以利用有限元模型预测天线结构当前条件下的其他不可测或难测的性能。The beneficial effects of the present invention are: the present invention provides a method for measuring thermal deformation of a complex antenna structure based on photogrammetry and finite element analysis, which can obtain the deformation trend and amount of the complex structure, and make the measurement results consistent with the finite element analysis results. The invention effectively improves the accuracy of the finite element model, so that the finite element model can be used to predict other unmeasurable or difficult-to-measure performance of the antenna structure under current conditions.
本发明不受结构材料和形式的限制,能够对复杂天线结构整体热变形进行测量,相比于应变片测量等现有方式,本方法更灵活简单,不受连接线路、距离等因素的影响,测量环境构建难度低,且测量精度较高;本发明利用调整后的有限元模型可仿真获得复杂结构的其他性能;适用范围广,可应用于各类复杂结构较大变形的测量。This invention is not limited by structural materials and forms, and can measure the overall thermal deformation of complex antenna structures. Compared with existing methods such as strain gauge measurement, this method is more flexible and simple, and is not affected by factors such as connecting lines and distances. The difficulty of constructing the measurement environment is low, and the measurement accuracy is high; the present invention can use the adjusted finite element model to simulate and obtain other properties of complex structures; it has a wide range of application and can be applied to the measurement of large deformations of various complex structures.
附图说明Description of drawings
图1是复杂天线结构的有限元模型示意图。Figure 1 is a schematic diagram of the finite element model of a complex antenna structure.
图2a到图2d是80℃温差下实测得到的各方向背架变形量与位置关系拟合示意图,其中图2a是dX与X;图2b是dY与Y;图2c是dZ与Z;图2d是dS与S(单位:mm)。Figures 2a to 2d are schematic diagrams of the fitting relationship between the deformation and position of the back frame in each direction measured under a temperature difference of 80°C. Figure 2a is dX and X; Figure 2b is dY and Y; Figure 2c is dZ and Z; Figure 2d It is dS and S (unit: mm).
图3a到图3d是80℃温差下仿真得到的各方向背架变形量与位置关系拟合示意图,其中图3a是dX与X;图3b是dY与Y;图3c是dZ与Z;图3d是dS与S(单位:mm)。Figures 3a to 3d are schematic diagrams of the fitting relationship between the deformation and position of the back frame in each direction simulated under a temperature difference of 80°C. Figure 3a is dX and X; Figure 3b is dY and Y; Figure 3c is dZ and Z; Figure 3d It is dS and S (unit: mm).
图4a到图4d是80℃温差下实测得到的背架结构热变形趋势示意图,其中图4a是X方向位移;图4b是Y方向位移;图4c是Z方向位移;图4d是总变形量(单位:mm)。Figure 4a to Figure 4d are schematic diagrams of the thermal deformation trend of the back frame structure measured under a temperature difference of 80°C. Figure 4a is the displacement in the X direction; Figure 4b is the displacement in the Y direction; Figure 4c is the displacement in the Z direction; Figure 4d is the total deformation ( Unit: mm).
图5a到图4d是80℃温差下仿真得到的背架结构热变形趋势示意图,其中图5a是X方向位移;图5b是Y方向位移;图5c是Z方向位移;图5d是总变形量(单位:mm)。Figures 5a to 4d are schematic diagrams of the thermal deformation trend of the back frame structure simulated under a temperature difference of 80°C. Figure 5a is the displacement in the X direction; Figure 5b is the displacement in the Y direction; Figure 5c is the displacement in the Z direction; Figure 5d is the total deformation ( Unit: mm).
具体实施方式Detailed ways
现在结合附图对本发明作进一步详细的说明。The present invention will now be described in further detail with reference to the accompanying drawings.
在一实施例中,本发明提出了一种复杂天线结构热变形测量方法,具体包括如下步骤:In one embodiment, the present invention proposes a method for measuring thermal deformation of complex antenna structures, which specifically includes the following steps:
1、将测量结构放置在温度可控的环境舱中,在结构表面粘贴测量单点和编码点,其中单点是主要目标测量点,编码点用于拼接不同的拍摄图像;并在结构表面布置温度传感器,以检测结构温度变化。1. Place the measurement structure in a temperature-controlled environmental chamber, and paste single measurement points and coding points on the surface of the structure. The single point is the main target measurement point, and the coding points are used to splice different captured images; and arrange them on the surface of the structure. Temperature sensors to detect structural temperature changes.
2、拍摄测量过程:放置好基准尺使其保持稳定,整个拍摄过程中基准尺位置固定不动;控制环境舱温度为T1并保持,待结构温度稳定后,关闭环境舱温度控制,以避免气流、震动等对测量精度产生影响;在不同位置和方向对物体进行拍摄,使每个测量单点和编码点都被拍摄进两幅以上的图像中,且保证拍摄的所有图像完全重叠以构造出整个拍摄结构对象;拍摄完成后通过计算机对图像进行处理计算,得到温度T1下测量点的精确三维坐标;为获得更多对照数据,在此温度下对结构连续进行两组拍摄;控制环境舱温度为T2并保持直至结构温度稳定,关闭环境舱温度控制,对结构进行连续两组拍摄,得到温度T2下测量点的精确三维坐标;为了能够获得可测变形量,结构温差要足够大(不少于50℃),从而使得变形量不会被测量误差掩盖。2. Shooting and measurement process: Place the reference ruler to keep it stable. The position of the reference ruler is fixed during the entire shooting process; control the temperature of the environmental chamber to be T 1 and maintain it. After the structural temperature stabilizes, turn off the temperature control of the environmental chamber to avoid Airflow, vibration, etc. have an impact on measurement accuracy; the object is photographed at different positions and directions, so that each single measurement point and coding point is photographed into more than two images, and all images taken are ensured to overlap completely to construct the The entire photographed structural object is taken out; after the shooting is completed, the image is processed and calculated by the computer to obtain the precise three-dimensional coordinates of the measuring point at the temperature T 1 ; in order to obtain more control data, two groups of consecutive shots of the structure are taken at this temperature; the environment is controlled The cabin temperature is T 2 and maintained until the structural temperature is stable. Turn off the environmental cabin temperature control and take two consecutive sets of shots of the structure to obtain the precise three-dimensional coordinates of the measurement points at the temperature T 2 ; in order to obtain measurable deformation, the structural temperature difference must be sufficient Large (not less than 50℃), so that the deformation will not be covered by measurement errors.
3、处理拍摄数据:将所有拍摄得到的空间三维坐标转换到同一坐标系,再对比同一坐标系下同一测量点在不同温度下的空间三维坐标,就可以得到结构上各测量点在温度变化ΔT=T2-T1时的总位移以及在各坐标方向的位移,从而得到整个被测结构的变形情况;根据变形位移,绘制测量点变形位移与位置关系图,按照热胀冷缩原理和热变形规律(结构越大,热变形量越大)观察结构的热变形趋势,确认测量结果正确性,若不符合热变形规律,检查拍摄数据和拍摄过程,重新处理数据或者重新拍摄。3. Process the shooting data: Convert all the three-dimensional spatial coordinates obtained by shooting to the same coordinate system, and then compare the three-dimensional spatial coordinates of the same measurement point at different temperatures in the same coordinate system to obtain the temperature change ΔT of each measurement point on the structure. = the total displacement at T 2 -T 1 and the displacement in each coordinate direction, so as to obtain the deformation of the entire measured structure; according to the deformation displacement, draw the relationship between the deformation displacement and position of the measuring point, according to the principle of thermal expansion and contraction and thermal Deformation rules (the larger the structure, the greater the amount of thermal deformation). Observe the thermal deformation trend of the structure and confirm the correctness of the measurement results. If it does not comply with the thermal deformation rules, check the shooting data and shooting process, reprocess the data or re-shoot.
4、由于结构热变形量Δl与结构长度l、温度差ΔT及结构热膨胀系数α成正比,即Δl=l•ΔT•a,因此拟合测量点某一方向的位移与坐标关系可得到一直线,直线斜率k除以温差ΔT可得到结构在某一方向的热膨胀率β。4. Since the thermal deformation amount Δl of the structure is proportional to the structural length l, the temperature difference ΔT and the thermal expansion coefficient α of the structure, that is, Δl = l·ΔT·a, therefore a straight line can be obtained by fitting the displacement and coordinate relationship of the measurement point in a certain direction , the linear slope k divided by the temperature difference ΔT can be used to obtain the thermal expansion rate β of the structure in a certain direction.
5、建立实际复杂结构的有限元模型,根据实际结构的约束状态(如结构是处于无约束状态还是与其它结构有连接约束)和实际载荷(如温度载荷、重力载荷)对有限元模型进行约束和载荷施加;为与实际测量过程相近,先对所建立的有限元模型进行约束,并施加重力载荷(一直存在)和温度载荷T1对其进行分析,提取与测量点相对应的节点的三维坐标L1;由于实际测量过程中结构的约束条件和重力都不发生变化,因此改变温度载荷,对结构施加T2的温度载荷,分析得到此状态下相应节点的三维坐标L2,并将其与L1进行对比,得到结构有限元模型节点在温度变化ΔT=T2-T1下的仿真变形量和在各个方向的热膨胀率。5. Establish a finite element model of the actual complex structure, and constrain the finite element model according to the constraint state of the actual structure (such as whether the structure is in an unconstrained state or has connection constraints with other structures) and actual loads (such as temperature load, gravity load) and load application; in order to be close to the actual measurement process, the established finite element model is first constrained, and gravity load (always existing) and temperature load T 1 are applied to analyze it, and the three-dimensional shape of the node corresponding to the measurement point is extracted. Coordinate L 1 ; since the constraints and gravity of the structure do not change during the actual measurement process, the temperature load is changed and a temperature load of T 2 is applied to the structure. The three-dimensional coordinate L 2 of the corresponding node in this state is obtained through analysis, and it is Comparing with L 1 , the simulated deformation amount of the structural finite element model node under the temperature change ΔT=T 2 -T 1 and the thermal expansion rate in all directions are obtained.
6、对比仿真与实测的结构在各方向的热膨胀率,调整有限元模型中材料参数;由于实际结构所用材料的参数与其理论值往往有所差异,而构建有限元模型一般采用的是理论值,实际参数值未知,因此这里主要通过对比实际热膨胀率来调整结构所用材料的热膨胀系数,使有限元分析结果与实测结果在各个方向的热膨胀率基本一致,从而得到更准确的有限元模型。6. Compare the thermal expansion rates of the simulated and measured structures in all directions, and adjust the material parameters in the finite element model; since the parameters of the materials used in the actual structure are often different from their theoretical values, theoretical values are generally used to construct the finite element model. The actual parameter values are unknown, so the thermal expansion coefficient of the materials used in the structure is mainly adjusted by comparing the actual thermal expansion rate, so that the finite element analysis results and the measured thermal expansion rates in all directions are basically consistent, thereby obtaining a more accurate finite element model.
7、对调整后的结构有限元模型进行其他难以通过实际测量获得的性能的仿真分析,如与复杂结构连接的天线反射面的精度,其热变形相对更小,对于小口径天线很难测量温度对其面形精度的影响。7. Conduct simulation analysis on the adjusted structural finite element model for other properties that are difficult to obtain through actual measurements, such as the accuracy of the antenna reflection surface connected to a complex structure, whose thermal deformation is relatively smaller, and it is difficult to measure the temperature of a small-diameter antenna. influence on its surface shape accuracy.
以一个1.2米小型亚毫米波天线背架结构为应用实例,结合图1所示的复杂结构的有限元模型可知,整体复杂结构由反射面系统和背架支撑系统结构组成,以会背架结构产生约束,其中反射面系统主要包括主反射镜1和副反射镜,背架支撑系统结构主要包括CFRP背架2、CFRP过渡结构3和钢支撑板4,测量对象是CFRP结构,所测结构在环境舱中放置于稳定的实验平台上。Taking a 1.2-meter small sub-millimeter wave antenna back frame structure as an application example, combined with the finite element model of the complex structure shown in Figure 1, it can be seen that the overall complex structure consists of a reflector system and a back frame support system structure, so that the back frame structure Constraints are generated. The reflective surface system mainly includes the main reflector 1 and the secondary reflector. The back frame support system structure mainly includes the CFRP back frame 2, CFRP transition structure 3 and steel support plate 4. The measurement object is the CFRP structure, and the measured structure is in The environmental chamber is placed on a stable experimental platform.
由于测量结构的对称性,选取其中四个相邻的部分进行测量,分别在结构温度为-40℃、常温(25℃)和40℃时对结构进行测量,得到温度变化65℃和80℃时结构上各点的变形量,并根据测量结果对有限元模型进行调整。经过多次测量,并处理得到两种温差下不同方向背架变形量与位置关系拟合线的斜率,如表1,其中dX、dY、dZ和dS分别表示结构在规定坐标系下X方向、Y方向、Z方向以及整体变形量。Due to the symmetry of the measurement structure, four adjacent parts were selected for measurement. The structure was measured when the structural temperature was -40°C, normal temperature (25°C) and 40°C. The results were obtained when the temperature changes were 65°C and 80°C. The deformation of each point on the structure is measured, and the finite element model is adjusted based on the measurement results. After multiple measurements and processing, the slope of the fitting line of the relationship between the deformation and position of the back frame in different directions under two temperature differences was obtained, as shown in Table 1, where dX, dY, dZ and dS respectively represent the X direction, Y direction, Z direction and overall deformation.
表1背架变形量与位置关系拟合线的斜率Table 1 The slope of the fitting line between the deformation and position of the back frame
其中一组80℃温差下实测和仿真得到各方向背架变形量与位置关系拟合分别如图2a-2d和图3a-3d所示,背架变形趋势分别如图4a-4d和图5a-5d所示。根据测量结果对有限元模型进行调整,得到实测和仿真下背架在各方向的热膨胀率,列在表2中。实测与仿真结果基本一致。对调整后的有限元模型进行分析,可获得不同温差下主镜的热变形误差,均小于3μm。One group of the measured and simulated relationships between the deformation and position of the back frame in each direction under a temperature difference of 80°C is shown in Figures 2a-2d and Figure 3a-3d respectively. The deformation trends of the back frame are shown in Figures 4a-4d and Figure 5a- respectively. As shown in 5d. The finite element model was adjusted based on the measurement results to obtain the measured and simulated thermal expansion rates of the lower back frame in all directions, which are listed in Table 2. The actual measurement and simulation results are basically consistent. By analyzing the adjusted finite element model, the thermal deformation errors of the primary mirror under different temperature differences can be obtained, all of which are less than 3 μm.
表2背架在规定坐标系各方向热膨胀率-测量与仿真结果Table 2 Thermal expansion rate of the back frame in each direction of the specified coordinate system - measurement and simulation results
在另一实施例中,本发明提出了一种复杂天线结构热变形测量系统,用于实现如实施例一所述的复杂天线结构热变形测量方法。测量系统包括:In another embodiment, the present invention proposes a complex antenna structure thermal deformation measurement system for implementing the complex antenna structure thermal deformation measurement method described in Embodiment 1. The measurement system includes:
环境舱,温度可控且用于放置测量结构,所述测量结构表面粘贴作为测量目标的测量点以及用于图片拼接的编码点;The environmental chamber is temperature-controllable and is used to place the measurement structure. The surface of the measurement structure is pasted with measurement points as measurement targets and coding points for picture splicing;
摄影装置,用于在不同温度下对测量结构进行拍摄;Photographic device for photographing the measured structure at different temperatures;
计算机,用于执行以下操作:对拍摄完成后的图像进行处理计算,得到不同温度下测量点的三维坐标;计算机对拍摄得到的三维坐标进行处理,得到各测量点的变形位移,根据变形位移绘制测量点变形位移与位置关系图并观察测量结构的热变形趋势,据此判断测量结果的正确性;通过拟合测量点在各个方向的变形位移与位置关系,计算得到测量点在各个方向的热膨胀率;建立实际结构的有限元模型,根据实际结构的约束状态和实际载荷对有限元模型进行约束和载荷施加,提取不同温度下与测量点相对应的节点的三维坐标,并计算出温度变化下测量点相对应的节点在各个方向的热膨胀率;对比测量点和测量点相对应的节点在各个方向的热膨胀率,调整有限元模型的材料参数;采用调整后的有限元模型,对天线结构进行性能仿真分析。The computer is used to perform the following operations: process and calculate the image after the shooting is completed to obtain the three-dimensional coordinates of the measurement points at different temperatures; the computer processes the three-dimensional coordinates obtained from the shooting to obtain the deformation displacement of each measurement point, and draw based on the deformation displacement Measure the relationship between the deformation, displacement and position of the measurement point and observe the thermal deformation trend of the measurement structure to judge the correctness of the measurement results; by fitting the relationship between the deformation, displacement and position of the measurement point in each direction, calculate the thermal expansion of the measurement point in each direction. Rate; establish a finite element model of the actual structure, constrain and apply loads to the finite element model according to the constraint state and actual load of the actual structure, extract the three-dimensional coordinates of the nodes corresponding to the measurement points at different temperatures, and calculate the The thermal expansion rate of the node corresponding to the measurement point in all directions; compare the thermal expansion rate of the measurement point and the node corresponding to the measurement point in all directions, and adjust the material parameters of the finite element model; use the adjusted finite element model to conduct the antenna structure Performance simulation analysis.
其中,测量系统的各组成部分的工作原理及流程与实施例一所述的测量方法一致,故此处不再重复。The working principles and processes of each component of the measurement system are consistent with the measurement method described in Embodiment 1, so they will not be repeated here.
以上仅是本发明的优选实施方式,本发明的保护范围并不仅局限于上述实施例,凡属于本发明思路下的技术方案均属于本发明的保护范围。应当指出,对于本技术领域的普通技术人员来说,在不脱离本发明原理前提下的若干改进和润饰,应视为本发明的保护范围。The above are only preferred embodiments of the present invention. The protection scope of the present invention is not limited to the above-mentioned embodiments. All technical solutions that fall under the idea of the present invention belong to the protection scope of the present invention. It should be pointed out that for those of ordinary skill in the art, several improvements and modifications without departing from the principle of the present invention should be regarded as the protection scope of the present invention.
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