TEM Clamping Documentation Fastener Design: Fastener design for clamping the thermoelectric device is accomplished using equations from Walsh’s Electromechanical Design Handbook. The relevant equations are included in an Excel spreadsheet for ease of modification of design parameters. When the material of the externally threaded part (in our case a steel stud) is different from that of internally threaded part (in our case the aluminum heat sink baseplate) a ratio called the relative strength must be calculated. This is shown in Equation 1 below: π = π΄π π ππ Eq. 1 π΄π π ππ Where R = relative strength factor Asi = shear area of internal thread,[in2] Ase = shear area of external thread [in2] Si = tensile strength of internal thread material [psi] Se = tensile strength of external thread material [psi] The table of where each of these values is located in the spreadsheet is shown below: R H13 Asi [in2]: E27 Ase [in2]: D20 σult stud [ksi] B22 σult plate [ksi] B25 Next the engagement length is calculated using Equation 2 below: πΈπΏ = 2π΄π‘π 1 π(ππ −π·π ) ππ·π { +[ ]} 2 √3 Eq. 2 where EL = length of engagement of the thread [in] Dm = maximum minor diameter of internal threads [in] n = number of threads per in Ats = tensile stress area of screw thread as given by Aux. Eq. 1 [in2] Pd = minimum pitch diameter of external thread [in] π 0.9743 2 π΄π‘π = 4 (π· − π ) where D = basic major diameter of thread [in] Aux. Eq. 1 The table of where each of these values is located in the spreadsheet is shown below: EL [in]: C20 Dm int [in]: n [in-1]: Ats [in2]: pd ext [in]: D C25 E18 B27 C18 E25 The R value serves as a modifier for the calculated engagement length for the stud. If the R value is less than 1 the engagement length calculated by standard formulas shown below is appropriate. If the R value is greater than the engagement length, the engagement must be multiplied by R to obtain a new, greater engagement length. The new engagement length required is then calculated using Equation 3 shown below: Eq. 3 πΊ = πΈπΏ π Where G = engagement length to prevent external thread strip [in] The new engagement length is calculated in cell I13. The auxillary equations for calculating shear area are shown below: 1 π΄π π = πππΈπΏ π·π [2π + 1 π΄π π = πππΈπΏ π·π [2π + ππ −π·π √3 π·π −π·π √3 ] Aux. Eq. 2 ] Aux. Eq. 3 Where Dp = maximum pitch diameter of internal thread [in] DM = minimum major diameter of external thread [in] And other variables have been previously defined. The table of where each of these values is located in the spreadsheet is shown below: Dp [in]: B25 DM ext [in]: D18 To calculate the fatigue factor of safety for the studs Equation 8-38 from Shigley’s Mechanical Engineering Design was used. It is shown as Equation X below: ππ (ππ’π‘ −ππ ) π’π‘ ππ +ππ (ππ −ππ ) Eq. 4 ππ = π Where Se = endurance strength of the stud Sut = ultimate tensile strength of the stud σa = alternating stress of the stud σm = mean stress of the stud σi = initial stress of the stud The table of where each of these values is located in the spreadsheet is shown below: Se [ksi] D22 σult stud [ksi] σa [ksi] σm [ksi] B22 M9 L9 σi [ksi] K9 n N9 Auxiliary equations are required for the σ terms and these are shown below: πΆ(ππππ₯ −ππππ ) σπ = σπ = 2π΄π‘ πΆ(ππππ₯ −ππππ ) 2π΄π‘ πΉ Aux. Eq. 4 πΉ + π΄π π‘ σπ = π΄π Aux. Eq. 6 π‘ πΆ=π Aux. Eq. 5 ππ Aux. Eq. 7 π +ππ Where Pmax = Maximum external tensile load per stud [lbf] Pmin = Minimum external tensile load per stud [lbf] At = Tensile area of stud [in2] Fi = Stud preload [lbf] C = Joint stiffness constant The table of where each of these values is located in the spreadsheet is shown below: F thermal [lbf] F57 F preload [lbf] ο· ο· ο· ο· G57 Pmax is equivalent to the Thermal Expansion Force imparted on the stud by the clamped members. Thus Pmax is equal to Fthermal. P min is the condition where the clamping assembly is at ambient temperature. At this condition Pmin = 0 lbf. Fi is the preload, specified in the spreadsheet as Fpreload. C is conservatively assumed to be 1, corresponding to the case where 100% of the studing load is taken by the studs. Bending Analysis: To analyze the structural bending caused by clamping forces solid models were first created in Solidworks, and then analyzed using Creo 2.0. Figure 1.1 below shows the three dimensional enclosure model while Figure 1.2 shows the schematic drawing of the enclosure. Figure 1.1: 3D model of enclosure Figure 1.2: Enclosure schematic The Solidworks model was then imported into Creo 2.0 for analysis. 150 lbf loads were applied to each of the 6 clamping stud holes. The loads were applied to the interior curved surface of each hole with the 150 lbf force representing a clamping pressure of 121 psi, which is greater than the desired pressure of 110 psi. The anterior sides of the heat sink baseplate and pressure plate (in the XX plane) were constrained in the X and X directions. The loading and constraints imposed on the Creo model are shown in Figure 1.3 at right. Figure 1.3: Simulation Constraints & Loading The static analysis simulation shows a maximum deflection of 0.004”, which occurs in the pressure plate. Figure 1.4 shows a view of the bending contour of the entire assembly, while Figure 1.5 shows a close up of the pressure plate and Figure 1.6 shows a close up of the heat sink baseplate. The maximum deflection of the baseplate is 6.4E-5”. This is much less than the 0.001” specified by Custom Thermoelectric for acceptable mounting surfaces. (And less than surface roughness?) Figure 1.4: Bending contour of clamping assembly Figure 1.5: Bending in pressure plate Figure 1.6: Bending in heat sink baseplate Belleville Washer Design: To effectively deal with the thermal expansion of the clamped members, Belleville Washers must be employed. Doctor Stevens has conducted lab experiments which indicated that for thermoelectric modules clamped with thermal grease as an interface material, the benefits of increased clamping pressure effectively stopped increasing above about 110 psi. Because the thermal expansion analysis is based on a large number of simplifying assumptions the pressure from thermal expansion is less predictable than the pressure applied during preload. In addition, the preload pressure applied can be verified using pressure film, while the high temperatures of a full “hot” run make the pressure film unsuitable for verifying the thermal expansion pressure. Due to this, the assembly is designed to achieve 90 psi of the desired 110 psi of clamping pressure during preload. The thermal expansion pressure above 110 psi will be minimized to protect the TEMs, but the modules should easily withstand up to 200 psi if correct mounting procedures are followed. In order to fit the #8 studs specified in the stud design, #8 washers must be used. For this analysis, washers from Precision Specialties are used. Total thermal deflection of the clamped members during heated system operation is calculated using the linear form of the thermal deflection equation, shown in Equation 5 below. Eq. 5 π₯πΏ = πΏπΌπΏ π₯π The thermal expansion of the clamped members contributes to the thermal force exerted on the studs and washers, while the thermal expansion of the stud itself works to ease the thermal expansion force exerted on the studs and washers. By subtracting the expansion of the stud from that of the clamped members, we can calculate a relative thermal expansion figure which will be useful in our analysis. Those calculations are shown below. It should be noted that the temperatures used in these calculations are obtained from our Thermal Circuit spreadsheet. Thermal Expansion of Heat Spreader alpha spreader [1/oF] delta T [oF] E spreader [psi] Height [in] δ [in] 9.30E-06 626 1.60E+07 0.984251969 5.73E-03 Thermal Expansion of TEM alpha TEM [1/oF] delta T [oF] Estud [psi] Length [in] δ [in] 9.30E-06 392 0.118110236 4.31E-04 Thermal Expansion of Clamping Insulation alpha ins [1/oF] delta T [oF] Estud [psi] Length [in] δ [in] 0.5 alpha plate 0.001 Thermal Expansion of Pressure Plate delta T [oF] Estud [psi] Length [in] δ [in] 1.20E-05 309 0.125 0.0004635 Thermal Expansion of Stud [1/oF] alpha stud [1/oF] delta T [oF] Estud [psi] Length [in] 7.30E-06 212 2.90E+07 δ [in] 2 3.10E-03 From these values we obtain a relative thermal expansion of 0.00453”. This is the deflection that will be imposed on the Belleville washers due to thermal expansion of the clamping assembly. Precision Specialties lists a deflected height for each of their washers, and the load at that deflected height. For a #8 sized washer (specifically the PSB W0 343 019S washer), the initial washer height is 0.028”, while the deflected height is 0.023” and the load at that height is between 43 and 58 lbf. Assuming a linear spring constant, we can back out a spring constant for this washer using Equation 6 below. πΉ π = βπ₯ Eq. 6 By averaging the two load extremes to a 50.5 lbf load for our deflection, we arrive at a k of 10,100 lbf/in for the case where only one of these washers is used per stud. Multiplying k by our relative thermal expansion results in a thermal expansion force of 45.7 lbf per stud, which corresponds to a thermal expansion induced pressure of about 37 psi over the 7.44 in2 clamping area. Adding this pressure to our desired 90 psi of preload pressure results in a total clamping pressure of 127 psi, which is just slightly over the optimal value of 110 psi. Finally, total washer deflection must be calculated. The total force per stud including preload and thermal expansion for this case is 157 lbf. Dividing this by the spring constant results in a total washer deflection of 0.016”. The bottoming-out deflection of these studs, however, is only 0.01”! This indicates that using one washer alone is not an appropriate solution. The best arrangement seems to be a group of 3 washers in series put in parallel with another group of 3 washers in series. This type of arrangement is shown in Figure 1.7. For this arrangement, the spring constant is increased by a factor of 1.5 to 15150 lbf/in, and the bottoming-out deflection of the washer assembly is doubled to 0.02”. Running our calculations again for this configuration, we obtain a thermal load per stud of 68.6 lbf and a stud preload of 111.6 lbf. These values correspond to a thermal clamping pressure of 55 psi and a preload clamping pressure of 90 psi. This yields a total clamping pressure of 145 psi. Finally, the deflection for this arrangement is 0.012” , which is just slightly over of our bottoming-out deflection of 0.02”. This indicates a safe operating point for the washers.