CN110686631B  Method for measuring initial bending defect of Tshaped section steel compression bar  Google Patents
Method for measuring initial bending defect of Tshaped section steel compression bar Download PDFInfo
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 CN110686631B CN110686631B CN201911089319.5A CN201911089319A CN110686631B CN 110686631 B CN110686631 B CN 110686631B CN 201911089319 A CN201911089319 A CN 201911089319A CN 110686631 B CN110686631 B CN 110686631B
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 229910000831 Steel Inorganic materials 0.000 title claims abstract description 90
 239000010959 steel Substances 0.000 title claims abstract description 90
 238000007906 compression Methods 0.000 title claims abstract description 80
 238000005452 bending Methods 0.000 title claims abstract description 46
 238000006073 displacement reaction Methods 0.000 claims abstract description 75
 238000005259 measurement Methods 0.000 claims abstract description 17
 238000004364 calculation method Methods 0.000 claims description 13
 230000000875 corresponding Effects 0.000 claims description 6
 238000010008 shearing Methods 0.000 claims description 5
 230000003287 optical Effects 0.000 description 4
 238000004088 simulation Methods 0.000 description 3
 238000010586 diagram Methods 0.000 description 1
 230000000694 effects Effects 0.000 description 1
 238000000691 measurement method Methods 0.000 description 1
 238000000034 method Methods 0.000 description 1
 230000004048 modification Effects 0.000 description 1
 238000006011 modification reaction Methods 0.000 description 1
 230000003068 static Effects 0.000 description 1
Classifications

 G—PHYSICS
 G01—MEASURING; TESTING
 G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
 G01B21/00—Measuring arrangements or details thereof in so far as they are not adapted to particular types of measuring means of the preceding groups

 G—PHYSICS
 G01—MEASURING; TESTING
 G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
 G01B21/00—Measuring arrangements or details thereof in so far as they are not adapted to particular types of measuring means of the preceding groups
 G01B21/02—Measuring arrangements or details thereof in so far as they are not adapted to particular types of measuring means of the preceding groups for measuring length, width, or thickness

 G—PHYSICS
 G01—MEASURING; TESTING
 G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
 G01B21/00—Measuring arrangements or details thereof in so far as they are not adapted to particular types of measuring means of the preceding groups
 G01B21/22—Measuring arrangements or details thereof in so far as they are not adapted to particular types of measuring means of the preceding groups for measuring angles or tapers; for testing the alignment of axes

 G—PHYSICS
 G01—MEASURING; TESTING
 G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
 G01B21/00—Measuring arrangements or details thereof in so far as they are not adapted to particular types of measuring means of the preceding groups
 G01B21/32—Measuring arrangements or details thereof in so far as they are not adapted to particular types of measuring means of the preceding groups for measuring the deformation in a solid
Abstract
The invention relates to the technical field of test devices, in particular to a method for measuring the initial bending and twisting defect of a Tshaped section steel pressure rod, which comprises a strain measurement system, a displacement measurement system, a spherical hinge support and a steel pressure rod, wherein the steel pressure rod is arranged on the spherical hinge support, and the spherical hinge support and the steel pressure rod can rotate relatively; the steel compression bar initial bending, initial eccentricity and initial torsion of the steel compression bar can be measured simultaneously, and the steel compression bar initial bending, initial eccentricity and initial torsion can share one set of loading system with a subsequent steel compression bar integral stable bearing capacity test without additional measuring equipment.
Description
Technical Field
The invention relates to the technical field of test devices, in particular to a method for measuring the initial bending defect of a Tshaped section steel compression bar.
Background
The initial geometrical defects of the steel compression bar are one of the important factors influencing the integral stable bearing capacity of the steel compression bar. The purpose of measuring the initial defect of the steel compression bar is to provide important parameters for theoretical analysis and finite element simulation of the overall stable bearing capacity of the steel compression bar, so the comprehensiveness and reasonability of initial defect data are particularly important.
The Tsection steel strut may suffer from overall buckling instability about the plane of the axis of symmetry. The initial geometrical defects influencing the bendingtorsion instability bearing capacity of the steel compression bar comprise: initial bending, initial eccentricity and initial torsion, referred to as initial bending defects.
The existing primary bending measurement methods are generally two, which are respectively as follows: (1) directly measuring the distance of the middle part of the rod piece deviating from the geometric center connecting line of the two ends of the steel compression rod by using an optical instrument; (2) and measuring the distance of the center of the cross section at the quartering point position along the rod piece direction deviating from the central connecting line of the cross sections at the two ends of the column by using an optical instrument, and taking the maximum value as the geometric initial bending value of the rod piece.
The existing initial eccentricity measurement methods are generally two, which are respectively as follows: (1) directly measuring the distance of the loading position of the end part of the rod piece deviating from the geometric center of the end part of the steel compression bar by using an optical instrument; (2) and (3) sticking a strain gauge on the section of the rod end, and calculating the geometric initial eccentricity of the rod piece according to the reading of the strain gauge at the initial stage of test loading.
The existing initial geometric defect measuring method is mainly used for measuring initial bending and initial eccentricity of biaxial symmetrical sections such as round steel tubes, Hshaped sections and boxshaped sections. Because the integral instability mode of the steel compression bar is bending instability and does not contain torsional deformation, the initial torsion has little influence on the integral stable bearing capacity of the steel compression bar, and the initial torsion of the steel compression bar does not need to be measured and the influence of the initial torsion on the stable bearing capacity of the steel compression bar is considered. However, for the Tsection steel compression bar, the overall buckling instability around the plane of the symmetry axis often occurs, and the initial torsion is one of the important defects affecting the overall stable bearing capacity of the Tsection steel compression bar and cannot be considered.
The existing primary bending and primary eccentricity measurement are processed by a method of overlapping after separate measurement. This approach has two disadvantages: (1) the influence of initial bending and initial eccentricity on the overall stable bearing capacity of the steel compression bar is the same, and the initial bending and the initial eccentricity are generally considered together from the aspect of theoretical research, so that larger artificial measurement errors can be generated by separate measurement and superposition; (2) the existing initial bending and initial eccentricity measurement needs to be carried out by adopting an optical instrument (a laser level gauge) additionally, so that the test steps are increased.
Disclosure of Invention
The invention aims to overcome the defects in the prior art and provides a method for measuring the initial bending and twisting defects of a Tshaped section steel compression bar.
The invention is realized by the following technical scheme: a method for measuring the initial bending defect of a Tshaped section steel compression bar is characterized by comprising the following steps: firstly, selecting an initial bending defect measuring section at 1/2 of the length of a steel compression bar, and arranging a strain measuring system and a displacement measuring system on the initial bending defect measuring section, wherein the strain measuring system comprises a strain gauge S arranged on the initial bending defect measuring section_{1}Strain gage S_{2}Strain gage S_{3}Strain gage S_{4}Said strain gauge S_{1}And strain gage S_{2}Arranged in pairs, said strain gauges S_{3}And strain gage S_{4}Arranged in pairs, said strain gauges S_{1}Strain gage S_{2}Strain gage S_{3}Strain gage S_{4}All the strain gauges are arranged along the length direction of the steel pressing rod, and each strain gauge is used for measuring strain values of a tension side and a compression side of the section;
the displacement measurement system comprises a displacement meter group I and a displacement meter group II, wherein the displacement meter group I is arranged on the flange plate and comprises a displacement meter H_{1}And a displacement meter H_{2}And a displacement meter H_{3}，H_{1}For measuring ydisplacement, H, at the shear centre of the section_{2}Ydirection displacement and H for measuring left overhanging end of flange_{3}The ydirection displacement measuring device is used for measuring the ydirection displacement of the right overhanging end of the flange, the displacement meter group II is arranged on the web plate and comprises a displacement meter H_{4}And a displacement meter H_{5}And a displacement meter H_{6}，H_{4}For measuring zdisplacement, H, at the shear centre of the section_{5}For measuring zdisplacement, H, at the centroid of the crosssection_{6}The device is used for measuring the zdirection displacement of the overhanging end of the web;
the calculation formulas of the initial bending and the initial eccentricity are as follows;
wherein delta is the sum of the initial bending and the initial load eccentricity of the steel pressure rod at the specified section of the steel pressure rod;
d is a lateral displacement value of the section centroid along the zaxis direction when the section of the steel compression bar at the section is subjected to bending deformation around the weak axis, namely a displacement meter H_{5}Reading of (a);
I_{y}the moment of inertia of the section of the steel compression bar around the weak axis is obtained;
a is the cross section area of the steel pressure rod;
h is the distance between the tension and compression strain gauges which are arranged in pairs in the instability direction of the steel compression bar;
ε_{t}the first group of strain mean values of the tension side and the compression side of the flange showing the instability direction of the steel compression bar at the section are strain gauges S_{3}And S_{4}Average of readings;
ε_{c}the second group of strain mean values of the tension side and the compression side of the flange showing the instability direction of the steel compression bar at the section are strain gauges S_{1}And S_{2}Average of readings;
the calculation method of the initial torsion is as follows;
wherein beta is the initial torsion angle value of the specified section of the steel compression bar;
r_{i}the displacement value is generated when a displacement measuring point of the plate extending end at the appointed section of the steel compression bar rotates around the section shearing center;
d_{i}specifying a distance value from a primary torsion measuring point at the section to a section shearing center for the steel compression bar;
p is the value of the applied axial pressure;
P_{E}the corresponding Euler threshold force value, P, of the steel compression bar_{E}＝π^{2}EI_{y}/l^{2}；
Wherein E is the elastic modulus of steel;
iyis the moment of inertia of the cross section about the weak axis;
lis the length of the rod;
the initial bending defect values of the Tshaped section steel compression bar are the sum delta of initial bending and initial eccentricity and the initial torsion beta.
The invention has the beneficial effects that: according to the invention, the cross section of the end part of the steel compression bar can be ensured to rotate freely through the spherical hinge support system, the initial bending, initial eccentricity and initial torsion of the steel compression bar can be measured simultaneously through the displacement measurement system, and the device and a subsequent steel compression bar integral stable bearing capacity test share one set of loading system without additional measurement equipment.
Drawings
FIG. 1 is a schematic structural view of example 1 of the present invention;
FIG. 2 is a schematic view of a finite element model according to embodiment 1 of the present invention;
FIG. 3 is a schematic diagram showing a rod end constraint condition and an axial center pressure application condition in embodiment 1 of the present invention;
FIG. 4 is a graph showing the characteristic value buckling analysis result of example 1 of the present invention;
FIG. 5 is a schematic view of a finite element model with initial torsional deformation according to example 1 of the present invention;
wherein: 1spherical hinge support, 2steel compression bar, 3strain gage, 4displacement meter.
Detailed Description
In the description of the present invention, it should also be noted that, unless otherwise explicitly specified or limited, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
The method for measuring the initial bending and twisting defect of the steel compression bar with the Tshaped section comprises a strain measurement system, a displacement measurement system, a spherical hinge support and a steel compression bar 2, wherein two ends of the steel compression bar 2 are arranged on the spherical hinge support 1, and the spherical hinge support 1 and the compression bar can rotate relatively;
selecting an initial defect measuring section at 1/2 of the length of the compression bar 1, wherein a strain measuring system and a displacement measuring system are both positioned on the section AA, and the strain measuring system comprises a strain gauge S arranged on the section AA_{1}、S_{2}、S_{3}、S_{4}The strain gauges 3 are installed in pairs, the strain gauges 3 are adhered along the length direction of the pressing rod, and the strain gauges 3 are used for measuring strain values of the tension side and the compression side of the section;
the displacement measurement system comprises a displacement meter group I and a displacement meter group II, wherein the displacement meter group I and the displacement meter group II respectively comprise 3 displacement meters 4, the displacement meter group I is arranged on the flange plate and comprises H_{1}、H_{2}、H_{3}，H_{1}For measuring ydisplacement, H, at the shear centre of the section_{2}Ydirection displacement and H for measuring left overhanging end of flange_{3}The device is used for measuring the ydirection displacement of the right overhanging end of the flange; the displacement meter group II is arranged on the web plate and comprises a displacement meter group H_{4}、H_{5}、H_{6}，H_{4}For measuring zdisplacement, H, at the shear centre of the section_{5}For measuring zdisplacement, H, at the centroid of the crosssection_{6}The device is used for measuring the zdirection displacement of the overhanging end of the web;
the calculation formula of the initial bending and the initial eccentricity is as follows:
wherein:
delta is the sum (mm) of the initial bending and the initial load eccentricity of the steel pressure rod at the specified section of the steel pressure rod;
d is the lateral displacement (mm) of the section centroid along the zaxis direction when the section at the specified section of the steel compression bar is subjected to bending deformation around the weak axis, namely a displacement meter H in the figure_{5}Reading (mm);
I_{y}the moment of inertia (mm) of the section of the steel compression bar around the weak axis (y axis)^{4})；
Ais the crosssectional area (mm) of the steel compression bar^{2})；
hthe distance (mm) between the tension and compression strain gauges which are arranged in pairs in the buckling direction of the steel compression bar, i.e. the strain gauge S in figure 1_{1}And S_{2}And strain gage S_{3}And S_{4}The spacing therebetween;
ε_{t}、ε_{c}the mean values of the strains of the tension side and the compression side of the flange respectively representing the instability direction of the steel compression bar at the specified section are strain gauges S_{1}And S_{2}Mean value of readings, strain gauge S_{3}And S_{4}Average of readings;
the calculation method of the initial twist is as follows:
wherein:
beta is the initial torsion angle (rad) of the specified section of the steel compression bar;
r_{i}the displacement (mm) generated when the displacement measuring point of the plate extending end at the appointed section of the steel pressure rod rotates around the section shearing center can be obtained by calculating according to the reading of the displacement meter in the figure 1, such as H_{1}H_{2}、r_{2}＝H_{3}H_{1}、r_{3}＝H_{6}H_{4}；
d_{i}initial torsion measuring point for steel compression bar at specified sectionDistance (mm) to the center of crosssectional shear, as shown in FIG. 1, d_{1}＝b_{2}、d_{2}＝b_{3}And d_{3}＝b_{6}；
Pis the magnitude of the applied axial pressure (kN);
P_{E}the magnitude of the Euler critical force (kN), P, corresponding to the steel strut_{E}＝π^{2}EI_{y}/l^{2}；
Wherein E is the elastic modulus of steel;
iyis the moment of inertia of the cross section about the weak axis;
lis the length of the rod;
the initial geometric defect values of the Tshaped section steel compression bar are the sum delta of initial bending and initial eccentricity and initial torsion beta.
Example 1
Taking a T212 multiplied by 200 multiplied by 12 steel compression bar with the length of 2474mm as an example, establishing a model with initial geometric defects (initial bending, initial eccentricity and initial torsion) by using finite element software ANSYS, carrying out a simulation loading test, obtaining strain gauge readings and displacement meter readings of each measuring point in the graph 1 when different pressure magnitudes are obtained, substituting a calculation formula of the initial bending and the initial eccentricity and a calculation formula of the initial torsion, calculating the initial geometric defect magnitude of the steel compression bar, comparing the calculation result with the geometric defect value initially set in the modeling stage, and verifying the correctness of the calculation formula, thereby explaining the feasibility of the measuring method of the test device.
1. The method comprises the following specific steps:
(1) selecting SHELL181 units, establishing an ideal steel pressure rod finite element model (without initial defects) according to the geometric dimension l of 2474mm and T212 multiplied by 200 multiplied by 12, and obtaining the steel yield strength f_{y}460MPa, E206000 MPa, G79000 MPa and poisson's ratio v 0.3, as shown in fig. 2.
(2) Applying the hinge constraint conditions and the axial center pressure at two ends of the rod, namely UY (0) and UZ (0) of all nodes of the cross section where X is 0, and UX (0) of the node at the centroid of the cross section; the cross section at X ═ l has a UY ═ 0 and a UZ ═ 0 at all nodes, and a pressure FX ═ 1 is applied to the node at the centroid of the cross section, as shown in fig. 3.
(3) After the static force analysis is performed for solving, the characteristic value buckling analysis is performed for solving, and the magnitude of the firstorder buckling critical force and the corresponding buckling mode are obtained, as shown in fig. 4.
(4) According to the firstorder buckling mode of the steel compression bar, a bendingtwisting deformation mode with the maximum node displacement of l/1000 is taken as an initial defect mode of the steel compression bar, and an initial geometric defect is introduced by a UPGEOM command, as shown in FIG. 5.
(5) And (3) reapplying rod end constraint and axle center pressure, performing nonlinear analysis, and obtaining strain gauge readings and displacement gauge readings of each measuring point of the steel compression rod under different pressure magnitudes, wherein the strain values and the displacement values of corresponding nodes in the corresponding finite element model correspond to the strain values and the displacement values, and the specific conditions are shown in table 1.
Table 1: finite element numerical simulation result summary of Tshaped section steel compression bar initial geometric defect measurement test
Note: in the calculation process, the values of other parameters are as follows: i is_{y}＝8000000mm4，A＝4872mm2，h＝200mm，b_{2}＝b_{3}＝100mm，b_{6}＝206mm，P_{E}＝1579kN。
2. And (4) analyzing a calculation result:
the initial bending defect values input in the finite element model are respectively as follows: at a section 1/2 the length of the rod, the sum of the initial bending and initial eccentricity is 1.0881mm, and the initial twist is 0.0090rad.
As can be seen from the data in Table 1, the average value of the sum delta of the initial bending and the initial eccentricity is 1.0880mm, and the error is 1.38% compared with the initial value 1.0881mm in the finite element model; the mean value of the initial twist β is 0.0088rad, with an error of 2.22% compared to the initial value of 0.0090rad in the finite element model.
Therefore, the calculation formula provided by the invention is correct, and the measurement method of the test device is feasible
Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments or portions thereof without departing from the spirit and scope of the invention.
Claims (1)
1. A method for measuring the initial bending defect of a Tshaped section steel compression bar is characterized by comprising the following steps: firstly, selecting an initial bending defect measuring section at 1/2 of the length of a steel compression bar, and arranging a strain measuring system and a displacement measuring system on the initial bending defect measuring section, wherein the strain measuring system comprises a strain gauge S arranged on the initial bending defect measuring section_{1}Strain gage S_{2}Strain gage S_{3}Strain gage S_{4}Said strain gauge S_{1}And strain gage S_{2}Arranged in pairs, said strain gauges S_{3}And strain gage S_{4}Arranged in pairs, said strain gauges S_{1}Strain gage S_{2}Strain gage S_{3}Strain gage S_{4}All the strain gauges are arranged along the length direction of the steel pressing rod, and each strain gauge is used for measuring strain values of a tension side and a compression side of the section;
the displacement measurement system comprises a displacement meter group I and a displacement meter group II, wherein the displacement meter group I is arranged on the flange plate and comprises a displacement meter H_{1}And a displacement meter H_{2}And a displacement meter H_{3}，H_{1}For measuring ydisplacement, H, at the shear centre of the section_{2}Ydirection displacement and H for measuring left overhanging end of flange_{3}The ydirection displacement measuring device is used for measuring the ydirection displacement of the right overhanging end of the flange, the displacement meter group II is arranged on the web plate and comprises a displacement meter H_{4}And a displacement meter H_{5}And a displacement meter H_{6}，H_{4}For measuring zdisplacement, H, at the shear centre of the section_{5}For measuring zdirection at centroid of crosssectionMoving, H_{6}The device is used for measuring the zdirection displacement of the overhanging end of the web;
the calculation formulas of the initial bending and the initial eccentricity are as follows;
wherein delta is the sum of the initial bending and the initial load eccentricity of the steel pressure rod at the specified section of the steel pressure rod;
d is a lateral displacement value of the section centroid along the zaxis direction when the section of the steel compression bar at the section is subjected to bending deformation around the weak axis, namely a displacement meter H_{5}Reading of (a);
I_{y}the moment of inertia of the section of the steel compression bar around the weak axis is obtained;
a is the cross section area of the steel pressure rod;
h is the distance between the tension and compression strain gauges which are arranged in pairs in the instability direction of the steel compression bar;
ε_{t}the first group of strain mean values of the tension side and the compression side of the flange showing the instability direction of the steel compression bar at the section are strain gauges S_{3}And S_{4}Average of readings;
ε_{c}the second group of strain mean values of the tension side and the compression side of the flange showing the instability direction of the steel compression bar at the section are strain gauges S_{1}And S_{2}Average of readings;
the calculation method of the initial torsion is as follows;
wherein beta is the initial torsion angle value of the specified section of the steel compression bar;
r_{i}the displacement value is generated when a displacement measuring point of the plate extending end at the appointed section of the steel compression bar rotates around the section shearing center;
d_{i}specifying a distance value from a primary torsion measuring point at the section to a section shearing center for the steel compression bar;
p is the value of the applied axial pressure;
P_{E}the corresponding Euler threshold force value, P, of the steel compression bar_{E}＝π^{2}EI_{y}/l^{2}；
Wherein E is the elastic modulus of steel;
iyis the moment of inertia of the cross section about the weak axis;
lis the length of the rod;
the initial bending defect values of the Tshaped section steel compression bar are the sum delta of initial bending and initial eccentricity and the initial torsion beta.
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