Ultrasonic detection and tensile calibration test method for bonding strength grade
11733210 · 2023-08-22
Assignee
Inventors
Cpc classification
G01N2291/048
PHYSICS
G01N29/0645
PHYSICS
G01N2291/044
PHYSICS
G01N29/07
PHYSICS
G01N29/34
PHYSICS
International classification
Abstract
An ultrasonic detection and tensile calibration test method for bonding strength grade comprising bonding an upper substrate block to bonding groove(s) to form a theoretical bonding area, and applying a downward actual tensile force to a lower substrate block; obtaining an actual bonding area of the theoretical bonding area; calculating a first actual bonding strength by using the actual tensile force and the actual bonding area, and comparing the first actual bonding strength with a second actual bonding strength calculated to verify the correctness of the theoretical bonding area as a calibrated bonding strength; forming a bond strength table in which the theoretical bonding areas, the actual bonding areas and the first actual bonding strengths are in one-to-one correspondence; and using the actual bonding area to find the actual bonding strength corresponding to the actual bonding area from the bonding area bonding strength table.
Claims
1. An ultrasonic detection and tensile calibration test method for bonding strength grade, comprising: a step 1 of arranging an upper substrate block and a lower substrate block on a tensile testing machine respectively, wherein the upper substrate block is fixedly arranged, and an upper surface of the lower substrate block is provided with nine bonding grooves of the same area; a step 2 of bonding the upper substrate block to the bonding groove(s) to form a theoretical bonding area s.sub.lv, and a downward actual tensile force is applied to the lower substrate block; a step 3 of calculating a first actual bonding strength σ.sub.sj1 by using the actual tensile force in the step 2 and an actual bonding area s.sub.sj of the theoretical bonding area scanned by using an ultrasonic scanning method, and the first actual bonding strength σ.sub.sj1 is compared with a second actual bonding strength σ.sub.sj2 calculated by an equation to verify the correctness of a method that uses the theoretical bonding area as a calibrated bonding strength; a step 4 of repeating the steps 2 and 3 multiple times to form a bond strength table in which the theoretical bonding areas, the actual bonding areas and the first actual bonding strengths are in one-to-one correspondence, wherein the theoretical bonding area s.sub.lv and the actual tensile force in each of the multiple times are different from those in other times; and a step 5 of performing a C-scan on an adhesive layer of a workpiece made of the same material of which bonding strength needs to measure to obtain the actual bonding area of the workpiece, and the actual bonding strength corresponding to the actual bonding area is retrieved from the bonding strength table.
2. The method of claim 1, wherein the formula for calculating the second actual bonding strength σ.sub.sj2 in the step 3 is:
3. The method of claim 2, wherein verifying the correctness of the method that uses the theoretical bonding area as the calibrated bonding strength comprises verifying whether
4. The method of claim 1, wherein the bonding grooves are nine quadrate or annular grooves of the same area, the quadrate grooves are combined together to form a large quadrate nine-square grid, and the annular grooves are sequentially concentrically arranged from inside to outside to have a nine-ring form.
5. The method of claim 4, wherein the theoretical bonding areas of grades of the nine-square grid in the step 2 are symmetrical about a center of the nine-square grid.
6. The method of claim 1, wherein arranging the upper and lower substrate blocks on the tensile testing machine respectively in the step 1 comprises arranging the upper and lower substrate blocks on upper and lower stretching rods of the tensile testing machine respectively, where the upper stretching rod is fixedly arranged.
Description
BRIEF DESCRIPTION OF THE DRAWINGS
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)
(10)
(11)
(12)
NUMERAL SIGNS
(13) 1 upper loading block; 2 upper substrate block; 3 lower substrate block; 4 lower loading block; 31 annular groove; 32 bolt; 33 quadrate groove.
DETAILED DESCRIPTION OF THE EMBODIMENTS
(14) The present disclosure relates to an ultrasonic detection and tensile calibration test method of bonding strength grades, which utilizes nine-grade bonding strength to bond a substrate block so as to detect the nine grades of bonding strength of the substrate block and an adhesive layer, and evaluates bonding strengths of other adhesive layers and the same material by taking the detected nine grades of bonding strength as a standard.
(15) The present disclosure designs and manufactures upper and lower substrate blocks with different bonding strengths, and researches and experimental verification show that the method has correct theoretical basis, feasible technical scheme, effective implementations and reliable and repeatable detection results, and meets the requirements of ultrasonic detection and strength grade calibration of the bonding strength of coatings and other bonding pieces.
(16) The ultrasonic detection and tensile calibration test method for bonding strength grade can meet the requirements of ultrasonic detection, grade calibration and grade classification evaluation of the bonding strength of a coating and a substrate and the bonding strengths at interfaces, wherein the substrate and a bonding piece can be made of aluminum alloy, low-carbon steel, composite materials, non-metal materials and the like, and the coating and the bonding material can be made of chemical adhesives, metal or non-mental materials for hot-melt spraying, welding melting and the like. The method can be widely applied to the fields of mechanical manufacturing, aerospace, information technology, microelectronic technology, bioengineering and the like.
(17) As shown in
(18) When the bonding strength standard measurement is performed, the equation for the coating bonding strength σ is Eq.1.
σ=σ.sub.th.Math.K.sub.r Or σ=σ.sub.th.Math.K.sub.t, (1)
(19) where σ is the bonding strength in units of N/m.sup.2 or Pa and σ.sub.th is the theoretical bonding strength of the coating, as determined by tensile testing, in units of N/m.sup.2 or Pa.
(20) K.sub.r is the bonding strength coefficient of ultrasonic reflection method that is the ratio of the reflection coefficient to the total reflection coefficient r.sub.Sth of ultrasonic reflection scan, and is calculated by the following Eq.2.
(21)
(22) K.sub.t is the intensity coefficient of ultrasonic transmission method that is the ratio of the transmission coefficient to the total transmission coefficient t.sub.Tth of ultrasonic transmission scan, and is obtained by the following Eq.3.
(23)
(24) The energy reflection coefficient of ultrasonic energy at the interface of the coating and the adhesive layer is obtained by Eq.4.
(25)
(26) The energy reflection coefficient of ultrasonic energy at the interface of the adhesive layer and the substrate is obtained by Eq.5.
(27)
(28) The energy transmission coefficient of ultrasonic energy at the interface of the coating and adhesive layer is obtained by Eq.6.
(29)
(30) The energy transmission coefficient of ultrasonic energy at interface of the adhesive layer and the substrate is obtained by Eq.7.
(31)
(32) Z.sub.1, Z.sub.2, Z.sub.3 are the acoustic impedances of the materials of the coating, the adhesive layer and the substrate, respectively.
(33) Both the total reflection coefficient r.sub.Sth and the total transmission coefficient t.sub.Tth are 1 generally, therefore:
(34) when measured by the reflection method, the bonding between the coating and the substrate is obtained by Eq.8.
(35)
(36) when measured by the transmission method, the bonding strength between the coating and the substrate is obtained by Eq.9.
(37)
(38) s is the bonding area, N is the tensile force applied during the tensile test. The method of measuring the theoretical bonding strength σ.sub.th is described below.
(39) The theoretical bonding strength σ.sub.th can be determined experimentally. Different coating bonding areas and coating materials have different bonding strengths. In order to obtain specific value of the bonding strength of each coating structure, standard bonding strength substrate blocks with different coating structures need to be prepared, different specimens are stretched by a tensile testing machine to obtain different bonding strengths, and a detection instrument needs to be calibrated before the bonding strength σ.sub.th of the coatings is detected.
(40) As shown in
(41) As shown in
(42) The adhesive grooves can be quadrate grooves 33 besides annular grooves. The quadrate grooves 33 can be combined together to form a nine-grid pattern. As shown in
(43) When the bonding strength of the coating is detected in practice, the coating bonding strength standard in the form of the quadrate nine-square grid or the nine-ring form is selected according to whether the shape of the workpiece coating is close to quadrate or round.
(44) Nine coating theoretical bonding strengths σ.sub.th can be obtained by setting different coating areas and applying different tensile forces, and then nine grades of coating bonding strengths σ can be calculated using Eq.8 or Eq.9.
(45) Assuming that the reflection coefficient r.sub.S1 or r.sub.S2 is zero or the minimum value and the transmission coefficient t.sub.t1 or t.sub.t2 is 1 or the maximum value when the ultrasonic scanning sound beam is incident, it indicates that the interface of coating layer and the adhesive layer, at the corresponding point of the ultrasonic beam is completely bonded, the ultrasonic signal energy is completely transmitted, and the bonding strength of the corresponding point is 1 or the maximum value or the theoretical value σ.sub.th at this time.
(46) Assuming that the reflection coefficient r.sub.S1 or r.sub.S2 is 1 or the maximum value and the transmission coefficient t.sub.t1 or t.sub.t2 is zero or the minimum value when the ultrasonic scanning sound beam is incident, it indicates that debonding occurs at the interface of the coating layer and the adhesive layer at the corresponding point of the ultrasonic beam, total reflection of ultrasonic signal energy occurs, and the bonding strength of the corresponding point is zero or the minimum value at this time.
(47) In engineering application, when a workpiece is thick, the reflection method is generally adopted to detect the bonding strength of a coating. In the case where the workpiece is thick, the transmission method, in which signals are transmitted on one side of the workpiece and are received on the other side of the workpiece, may not receive signals on the other side of the workpiece; on the other hand, the reflection method, in which signals are transmitted and received on the same side of the coating, can receive the ultrasonic signals. In addition, only the energy emission coefficient r.sub.s1 of the interface of the coating and the adhesive layer is measured in practice, and σ.sub.r1 represents the bonding strength σ of the coating and the substrate. In actual measurements, the acoustic impedances Z.sub.1 and Z.sub.2 of the coating and bond coat materials are known, and the energy reflection coefficient r.sub.s1 at the interface of the coating and bond coat is calculated according to Eq.1.
(48) The ultrasonic detection and tensile calibration test method for the bonding strength grade includes the following steps.
(49) In a step 1, the upper substrate block 2 and the lower substrate block 3 are respectively arranged on the tensile testing machine, wherein the upper substrate block 2 is fixedly arranged, and the upper surface of the lower substrate block 3 is provided with nine bonding grooves of the same area, and the bonding grooves are annular grooves or quadrate grooves.
(50) The lower loading block 4 and the lower substrate block 3 are fixedly connected with each other through bolts and then are fixedly connected with the lower stretching rod of the tensile testing machine. The upper loading block 1 and the upper substrate block 2 are fixedly connected with each other through bolts 32 and then are fixedly connected with the upper stretching rod of the tensile testing machine.
(51) In a step 2, the bonding groove(s) is bonded to the upper substrate block 2 to form a theoretical bonding area s.sub.lv, and a downward actual tensile force is applied to the lower substrate block 3.
(52) During the experiment, different numbers of the quadrate grooves or the annular grooves are filled with bonding materials to bond with the upper substrate block 2 to reflect different theoretical bonding areas. In case where the quadrate grooves are bonded, all of bonding quadrate grooves are ensured to be symmetrical about the center of the nine-square grid so as to meet the requirement of tensile testing along the axial center of the tensile testing machine. In case where the annular grooves are bonded, bonding from inside to outside is ensured. The tensile force at the moment is actual tensile force, and the bonding area at the moment is the theoretical bonding area.
(53) In a step 3, the actual bonding area S.sub.sj of the theoretical bonding area in the step 2 is scanned by using the ultrasonic scanning method.
(54) Using the ultrasonic microscope system, according to the detection principle of the bottom surface echo method, the tracking gate is placed on the top surface echo of the upper or lower substrate block and the data gate is placed on the bottom surface echo of the upper or lower substrate block to perform ultrasonic C-scan on the upper or lower substrate block, where peak imaging is selected as imaging mode. Effective particles at the bonding part are extracted by using Image J to obtain the particle area of the bonding surface, namely the actual bonding area.
(55) In a step 4, a first actual bonding strength S.sub.sj is calculated by using the actual tensile force obtained in the step 2 and the actual bonding area σ.sub.sj1 obtained in the step 3, and the first actual bonding strength σ.sub.sj1 is compared with a second actual bonding strength σ.sub.sj2 calculated by an equation to verify the correctness of a method that uses a theoretical bonding area as a calibrated bonding strength.
(56) The ratio of the actual tensile force obtained in the step 1 to the actual area obtained in the step 2 is the actual bonding strength σ.sub.sj1, and then the actual bonding strength is calculated through Eq.8, since the reflection method is used for verifying the situation that only energy total reflection is considered during actual verification. The upper and lower matrix blocks are made of the same material, the acoustic impedance Z.sub.1 of the upper matrix block and the acoustic impedance Z.sub.2 of the bonding material are known. The second actual bonding strength σ.sub.sj2 is obtained by the following equation:
(57)
(58) where s.sub.sj is the actual bonding area of the adhesive layer, s.sub.lv is the theoretical bonding area of the adhesive layer, and σ.sub.th is the theoretical bonding strength of the upper substrate block that is generally obtained by a tensile test. The minimum value σ.sub.min is taken, which
(59)
is verified to be within the allowable range.
(60) In a step 5, the steps 2 to 4 are repeated multiple times to form a bond strength table in which the theoretical bonding areas, the actual bonding areas and the first actual bonding strengths are in one-to-one correspondence, wherein the theoretical bonding areas s.sub.lv and the actual tensile forces in each of the multiple times are different from those in other times.
(61) Different actual tensile forces and different theoretical bonding areas are used for tensile testing, and ultrasonic scanning method is adopted to scan the adhesive layer to obtain the actual bonding area s.sub.sj. In this way, several sets of data are obtained, and the bonding strength table in that the theoretical bonding areas, the actual bonding areas and the first actual bonding strengths are in one-to-one correspondence is created.
(62) In a step 6, a C-scan is performed on the adhesive layer of a workpiece made of the same material of which bonding strength needs to measure to obtain the actual bonding area of the workpiece, and the actual bonding strength corresponding to the actual bonding area is retrieved from the bonding strength table.
(63) In the case where the actual area of the workpiece obtained by C-scan is not equal to the actual area corresponding to the bonding area of the nine-square grid or the nine-ring form, the corresponding bonding strength can be obtained by the difference method.
(64) This method can easily determine the bonding strength of the adhesive layer for some workpieces that are inconvenient for bonding and tensile testing in practice, without having to do additional complicated experiments to determine the bonding strength.
(65) The two substrate blocks with different bonding strengths can be in any shape such as round, quadrate or triangular, and their materials can be aluminum alloy, low-carbon steel, composite material, non-metal material and the like. The coating material with the bonding strength can be chemical adhesives, metal or non-mental materials for hot-melt spraying, welding melting and the like.
(66) The above are only the preferred embodiments of the present disclosure, and the scope of protection of the present disclosure should not be limited by this. It should be pointed out that a person skilled in the art may make many other improvements and changes without departing from the spirit and principle of the present disclosure, and the improvements and changes also should be regarded as falling within the scope of protection of the present disclosure.