NNOSE = q A α (CN α)N [Equation 2]
Similarly, the normal force acting on the fins (NFINS) is given by the dynamic pressure (q) acting on the rocket due to its flight velocity multiplied by the reference area (A), angle of attack (α) and the normal force coefficient (CN α)F:
NFINS = q A α (CN α)F [Equation 3]
where:
q = dynamic pressure = ½ ρ V2, lbf/in2 or N/m2
A = reference area = ¼ π D2 where D = nosecone base diameter, in. or m.
V = vehicle velocity, ft/sec or m/s
(CN α)= slope of the normal force coefficient at α = 0 (∂CN/∂α | α=0) , per radian
α = effective angle of attack, radians
Dynamic pressure should be taken at its maximum, referred to as Max Q, which is the most severe combination of velocity and air density. For most EX rockets, this is simply burn out velocity and air density at burn out altitude.
For robustness of the rocket design, angle of attack used for design should be the most severe that may reasonably occur. The most severe, or critical, angle of attack is that which arises from either:
- Burn-out velocity combined with a horizontal wind gust of suitable magnitude. A discussion on wind velocity and how it relates to rocket structural loading is presented in Appendix A
- Dynamic imbalance (coning) owing to a combination of roll (spin) and mismatch between rocket principal axis of inertia and its geometric axis. Some degree of both roll and axis mismatch will be present for most EX rockets, despite one's reasonable effort in design and construction to eliminate such. Consequently, a pragmatic design approach is to assume that some angle of attack will arise during the critical phase of flight (Max Q) due to coning. Based on my experience, a value for alpha of 5 or 10 degrees is not out of line. In fact, owing to the natural robustness of body tubing, the penalty for such an assumption may be slight or negligible, and may preempt the dire consequence of a rocket break-up.
The normal force coefficient is calculated using the Barrowman method, as presented in Appendix B.
In order to calculate bending load, or moment, acting on the rocket body, it is necessary to know the inertial forces that react the applied normal loads. The inertial forces are generated solely by the mass of the rocket. At the design stage, the rocket's mass and its detail mass distribution are not known. However, a simplifying assumption can be made that the mass is evenly distributed. For most EX rockets, this is a conservative assumption [1], and as such, is well suited to design.
In order for this distributed mass to balance at the rocket's CG, two separate distributed loads are considered, one forward of the CG and one aft of the CG. This is illustrated in Figure 3. The location of the CG is not known, but can be taken as 1.5 or 2.0 calibres (body diameters) forward of the CP, or whatever value is chosen for the design Stability Margin.
Figure 3: Aero and inertia loads acting on rocket body in flight
Distributed loads w1 and w2 are forces resulting from the rocket mass tending to accelerate laterally and rotationally. Equating forces and moments due to normal and inertia loads, the values of w1 and w2 can be calculated as such:
[Equation 4a, 4b]Units of w1,w2 are most conveniently expressed as N/mm or lb/in.
The lateral shear (V) as a function of x, where x is the distance along the rocket body with x=0 at nose CP, is given by:
[Equation 5a, 5b]
The bending moment (M) as a function of x is given by:
[Equation 6a, 6b]
The range of x over which the two equations are valid is indicated. Units of bending moment are N-mm or lb-in. In the equation , V1 is the value of shear at x=x1. The length L represents the body length from nose CP to the fin CP: L = x1 + x2
Figure 4 presents a cartoon of the (exaggerated) effects of both shear and bending moment on the rocket body.
Figure 4: Effects of Shear and Bending Moment on rocket
Now that we have a suitable means of representing shear and bending moment as a function of x along the rocket body, we can generate Shear and Bending Moment diagrams
, which are very useful for structural design by allowing us to determine the value of shear force and bending moment at any given point along the rocket body. This provides a useful set of loads to design the rocket body, joints and any other features that affect the strength of the rocket body (for example, cutouts). An example set of Shear and Bending Moment diagrams for a typical EX rocket is given in Figure 5.
Figure 5: Example Shear and Bending Moment diagrams
For design, we are often most interested in the maximum bending moment. The maximum bending moment is given by:
[Equation 7a, 7b]
With the range of x over which the two equations are valid is indicated. The location of the maximum bending moment is where shear is equal to zero (V = 0). This can be seen in Figure 5.
[Equation 8a, 8b]
Due to the inherent strength of tubular structure, shear loads can generally be neglected. Bending loads, however, can induce significant bending stress for long slender rockets. In addition to bending stress, excessive deformation of the rocket due to bending loads should be avoided, as this could lead to aerodynamic drag and dynamic stability issues.
The preceding analysis for obtaining design shear and bending loads for a rocket body can be expanded to include the effects of additional normal loading due to body transitions and boattail. This is presented in Appendix C. It is also possible to assume an inertial reaction other than uniform loading, such as trapezoidal distribution, which may more accurately reflect actual mass distribution along the length of the rocket body.
The maximum stress due to bending of the rocket body is calculated as such:
[Equation 9]
where M is the bending moment and Z is the section modulus of the body tube cross-section, based on the tube outer and inner diameters as shown in Figure 6. Units of measure can be millimetres or inches. Bending generates tensile and compressive stress, with the location of the maximum tensile and compressive stress shown.
Figure 6: Cross-section of a rocket body tube
The section modulus of a tube is given by:
[Equation 10]Section modulus is a geometric property that relates to the strength of a beam.
Based on the above discussion, the maximum bending stress due to worst-case aerodynamic loading can be determined for a rocket body. This maximum stress is then compared to the strength of the body tube material. For most EX rockets, the strength should correspond to the material's yield strength, denoted Sy
[2]
. Employing the yield strength is conservative and ensures the rocket body is not permanently deformed. Alternatively, the material's ultimate strength, denoted Su, may be used as the failure criterion. The ultimate strength corresponds to the breaking strength of the material.
If the rocket body tube is particularly lightweight and has a thin wall relative to its diameter, the tube may fail at a compressive stress level much lower than yield strength of the material. This failure mode is known as compressive instability, whereby the tube wall collapses, or buckles locally, at the location where compressive stress is maximum. If the rocket body diameter-to-wall thickness ratio is greater than 70 (D/t>70), this failure mode needs to be considered. For example, a 3 inch diameter rocket with a wall thickness of 0.035 inch has a D/t ratio of 86. The Figure A[3]
presents the critical bending strength (