3.1.1. Dimension Design of Lugs for Fatigue Tests
The shape parameters of the lug include thickness (
t), width (
b), height (
H), length (
h), and aperture (
d). The load (
P) and angle (α) should also be considered when designing the lug specimen, as shown in
Figure 3.
In elasticity, an object surrounded by two parallel planes and a cylinder perpendicular to it is called a flat plate or simply a plate. These parallel faces are called plate faces, and the cylinder faces are called plate edges or sides. The thickness
t of a plate was the distance between two plate surfaces, and the plane bisecting the thickness was called the middle plane of the plate. When the thickness
t was much smaller than the smallest dimension
bmin in the middle plane, that is,
t/
bmin < 1/80, it was called a film. When 1/80 <
t/
bmin < 1/5, it was called a thin plate. When
t/
bmin > 1/5, it was called a thick plate [
44]. Further design should be carried out based on
t/
bmin > 1/5 when selecting the lug size. In order to for the lug to have enough resistance to tension and compression deformation without large lateral bending deformation, the range of the thickness (
t) of the lug was as follows:
If the length of the lug was more than ten times the thickness, it was generally considered that the lug was very thin and allowed bending deformation. On the contrary, if the lug was too thick, the stress distribution in the thickness direction would be uneven. The range of lug height h was as follows:
Generally, the lug height
H should be
b/2. If it is too small, the location of the fatigue fracture will change. That is, fatigue fracture will no longer occur in the I-I section. The value of the aperture
d should be close to the lug height
H, and at the same time, the strength requirements of the pin should meet, namely as follows:
where
σpin is the fatigue limit of the pin, and
Pmax was the maximum value of the load
P. Generally speaking, the material of the pin was different from that of the lug, so the lug hole of the lug with lower strength can be smaller than that of the lug with higher strength.
The distance between the two lug holes of the lug can be determined according to the Saint-Venant principle of elasticity, which was put forward by the French mechanic Saint-Venant in 1855 [
45]. When the surface force on a small part of the boundary of an object is equivalently transformed, it will have a significant impact on the stress distribution in the local area near it. However, it has no apparent impact on the stress in most elastic areas that are far away. Thus, distant impact does not need to be taken into consideration. Among them, the surface force of equivalent transformation refers to the surface force with different distributions, but the same principal vector of static equivalence and the same principal moment at the same point. Here, proximity refers to a local area that was one or two times the transformation range of surface force.
By extending Saint-Venant’s principle, it can be known that when the surface force on a small part of the boundary of an object is a balanced force system with zero principal vector and principal moment, this surface force will significantly change the stress in the vicinity. However, it has little effect on distance. Therefore, distant stress impact can be approximately taken as the average value. For the lug component, after the load is applied at the lug’s hole, the stress concentration near the lug’s hole will be evident, while the stress in the distance will evenly distribute. The range of the distance between two lugs’ holes is as follows:
The overall length of the lug is 2 (h + H), and the size of the loading fixture should be considered when selecting the lug length.
In addition, if the loading angle α is not zero, the lug specimen should be designed as shown in
Figure 4. The selection principle of dimension parameters near the lug’s hole of non-axial loading straight lug is the same as that of axial loading straight lug, so it can select according to the above principle. Only width b in the middle should be taken as follows:
where
C is the width of the dangerous section. In the fatigue test, due to the high loading frequency, it was required that the stiffness of the non-axial loading straight lug be large. That is,
B needs to be large enough.
It is worth noting that the above parameters have nothing to do with the material of the lug except the lug’s hole. In addition, the above range is relatively narrow. According to the actual situation, the above parameters are not much different from the upper or lower limit of the given range. The load P related to the lugs’ loading scheme, which related to the material’s strength.
In order to further determine the relevant dimensional parameters of the lug, the static test was carried out. The dimensions of serialized lugs are shown in
Table 3. Among them, the loading angle of non-axial loading was 30°. The corresponding stress was selected according to the lug and its stress, and the nominal breaking strength, efficiency coefficient, and conversion coefficient of various lugs were calculated. Then, the relationship between the geometric size and stress angle of the lug and the failure load, nominal fracture strength, and efficiency coefficient were analyzed.
After conducting tensile tests on lugs with different lug widths and heights, the data were processed to obtain the relationship between failure load and lug geometry size and stress angle, as shown in
Figure 5.
The following conclusions can be drawn from the results shown in
Figure 5: (1) Under the same lug width
b, with the increase in lug height
H, the failure load f of lug increases, and the relationship between
F and
H is approximately linear. (2) When the value of
b increases, the value of
F increases, and the increase in
F was greater than the height of the lug because the bearing area of the lug increased. The bearing area does not increase when only increasing the height of the lugs. (3) With the increase in the loading angle, the slope of the straight line decreases obviously, which indicates that the contribution of increasing the lug height to improving the failure load decreases under the same lug width. (4) Under the same lug size, the failure load of a non-axial loaded lug was lower than that of an axial loaded lug. For example, for a straight lug with a width of 32 mm, the failure load of the lug was about 125–160 KN under axial loading; However, under non-axial load, the failure load was all below 130 KN, which was due to the increase in the dangerous cross-sectional area of the lug under non-axial load.
Combined with the above test results, the efficiency and conversion coefficients of the lug were calculated. The efficiency coefficient calculated for the axial loading lug and non-axial loading lug is as follows:
where
K0 is the lug efficiency coefficient,
σult is the ultimate tensile stress perpendicular to the lug axis,
σb is the tensile strength, and
Pult is the axial tensile ultimate load of the lug, which is the experimental failure load.
b is the lug width,
d is the aperture, and
t is the lug thickness. Calculate the
c value and the
b/
d value of lugs with different sizes as follows:
The formula of conversion coefficient (
) for non-axial loaded lugs is as follows:
where
Kcon is the conversion coefficient of the non-axial loading lug;
Pfa is the failure load of the lug under non-axial loading.
Pf0 is the failure load of the lug with the exact specification under axial loading. According to Formula (6), the efficiency coefficients of lugs with different loading modes were calculated, and the calculation results are shown in
Table 4. According to Formula (8), the conversion coefficient of the lug under non-axial loading was calculated, and the results are shown in
Table 5.
On the whole, the relationship between lug failure load and lug size at different loading angles and the calculation results of lug efficiency coefficient and conversion coefficient show the following:
- (1)
Failure load: The greater the lug width, the greater the failure load; When the load was 30°, the failure load changed little when the lug height was increased.
- (2)
Efficiency coefficient: The smaller the lug width, the higher the efficiency coefficient.
- (3)
Conversion coefficient: group c = 1.0. When the lug height was half the lug width (b = 2H), the conversion coefficient was the highest. This verifies the correctness of Equation (2). Therefore, the titanium alloy lug size for fatigue test under different angles was selected as b = 2H.
Combined with the lug design specification, we determine the lug size design pacification as follows: (H + h)/10 < t < H; H = b/2; h ≈ b + d/2. In the following chapters, we will examine and verify the size mentioned above design specifications of lugs to provide reference and technical support for the design of other lugs.
3.1.2. Shape Design of Lugs for Fatigue Tests
The shape design process of the lug was analyzed as follows. The elastic constants of this material showed in
Table 2. A titanium alloy lug was set as an ideal elastoplastic body. The calculated stress expressed by Mises equivalent stress was defined as follows:
where
σx,
σy,
σz were nominal stresses, and
τxy,
τyz,
τzx were shear stresses. Mises yield criterion was as follows: when the equivalent stress at a point reaches a fixed value, the point will enter a plastic state under certain deformation conditions. The contact stress between the pin and the lug is usually written as
p =
P/
Dt or
p =
P0cos
α, where
D is the lug hole diameter,
t is the lug thickness, and −
π/2 <
α <
π/2 is the included angle between the contact stress and the loading direction
P0, as shown in
Figure 3.
P0 was defined as follows:
Gencoz et al. put forward a more reasonable analytical formula for contact stress distribution of lugs [
23], as follows:
Two types of contact stress distribution,
p =
P0cos
α, and Formula (11), are shown in
Figure 6a,b, respectively. The loading direction in the figure was parallel to the
x-axis direction. In this paper, we were concerned about the stress distribution at the dangerous section, which was unrelated to contact stress. The formula
p =
P0cos
α can meet the requirements of calculation accuracy in this paper.
This paper analyzes the stress and shape design of the widely used axially loaded and 30° non-axially loaded lugs. Other loading angle analysis methods were identical. When axially loaded, the lug will break at the lug’s hole. However, when the load is non-axial, the lug may be broken at places outside the lug hole where the stress is concentrated. When the lug is loaded axially, the finite element method analyzes the static stress to obtain the fracture’s location at the lug’s hole. Under non-axial loading, the geometric shape of the lug is designed based on two different configurations to ensure an effective follow-up fatigue test.
In this paper, the geometric shapes of lugs with different loading modes were designed, and the rationality of the designed lugs was verified by elastic-plastic mechanical analysis. Because the model is symmetric, only half of the model needs to be analyzed, and the boundary conditions only need to be imposed on the symmetric surface. In order to avoid rigid body movements, the displacements on the directions perpendicular to the symmetric direction are also constrained. Firstly, the axially loaded lugs were analyzed. Let the mean tensile stress
σm of the I-I section be 590 MPa. The finite element mesh division and Mises equivalent stress are shown in
Figure 7a, and the corresponding equivalent plastic strain is shown in
Figure 7b. As can be seen from the results shown in
Figure 7, the maximum Mises stress was located slightly outside the I-I section of the lug’s hole. The simulation results were consistent with the requirements of the lug for the fracture position. Further simulation results show that when the mean stress
σm of the I-I section was 430 MPa, the lug produced a minimal plastic strain. Below this value, plastic deformation will not occur.
The design should consider problems such as lug stiffness and stress concentration for non-axially loaded lugs. To solve these problems, we designed two configurations. The dimensional diagram of configuration (I) is shown in
Figure 8a, and the corresponding finite element model is shown in
Figure 8b.
In this configuration, first, it was necessary to verify the broken position of the lug; the stiffness of the lug should also be considered. Because of the symmetry of the lug, here we selected half of the lug for analysis. The stress distribution and displacement change of the lug were obtained through finite element calculation, and the specific simulation results are shown in
Figure 9. Here, the load P of the non-axial loading lug was the same as that of the axial loading lug (
Figure 7), and the linear elastic method was adopted.
It can be seen from
Figure 9a that the maximum stress at the lug’s hole edge was close to 1156 MPa under the applied load, and the maximum stress at the corner of the specimen was about 775 MPa. From the point of view of stress analysis, this configuration can effectively carry out the fatigue test of the lug. However, it was found in the calculation that the whole deformation of the lug was relatively large. That is, the stiffness of the lug was not large enough, as shown in
Figure 9b. In order to ensure that the high cycle fatigue test can successfully carry out on the high frequency fatigue machine, it was necessary to further improve the stiffness of the lug structure. Based on the stiffness problem of the lug, we designed the second configuration. The dimension schematic diagram showed in
Figure 10a, and the corresponding finite element model showed in
Figure 10b. In configuration (II), we widen the bend. The results of finite element calculation are shown in
Figure 11.
Figure 11a shows the stress distribution, and
Figure 11b shows the displacement of the lug in the
x direction.
As can be seen from
Figure 11a, under the applied load, the maximum stress at the lug’s hole edge was close to 1156 MPa, and the maximum stress at the corner of the specimen was only about 294 MPa. From the point of view of stress analysis, the lug of this configuration will break at the lug’s hole position. At the same time, it can be seen from
Figure 11b that the overall deformation of the lug was much smaller than that of configuration I, and the stiffness of the lug was greatly improved. In addition to the stiffness of the lug, the stress concentration should also consider in the configuration (II). Adding an arc transition at the corner of the lug root can reduce the stress concentration. Otherwise, it is likely to break at the lug root. The finite element calculation results before and after adding the arc transition are shown in
Figure 12.
As shown in
Figure 12, when there was no arc transition, the stress at the root of the lug reached 1156 MPa, and the lug was likely to break here. When the arc transition was added, the stress at the root of the lug was reduced to 775 MPa, much lower than that at the lug’s hole, which can effectively solve the stress concentration problem in the second configuration. Considering the fracture position, stiffness, stress concentration, and other lug issues, the configuration (II) lug type was preferred for high-cycle fatigue tests. Combined with the results of lug size and shape design, the geometric shape of the lug under axial loading and non-axial loading is shown in
Figure 13.
The size and structure of lugs with different loading modes were designed through theoretical analysis, static test, and finite element analysis. In order to ensure the fatigue fracture of the lug at the lug hole, and at the same time, ensure the overall deformation of the sample is small and the stiffness is sufficient, the shape and size of the lug should meet the following conditions: (H + h)/10 < t < H, t < H ≤ b/2, h ≈ b + d/2. Increasing the lug’s width was helpful to improve the failure load on the axial loading but had little effect on the non-axial loading lug. Considering the efficiency coefficient and conversion coefficient comprehensively, it was best to take the lug height as half of the lug width, that is, H = b/2. The design of non-axial loading lugs also needed to be satisfied. That is, the middle part of the lug needs to be widened, and the corner needs to be treated with arc transition.