Claim
The Launch Sled Can be Reused
Evidence
The spacecraft remains attached to the launch sled as it accelerates in the horizontal acceleration section and then coasts up the ramp. It detaches from the launch sled at the end of the ramp. The spacecraft continues to travel ballistically through the Elevated Evacuated Tube (EET), and the launch sled is decelerated in the EET, using eddy current braking against a "braking guideway" so that it can be reused. The braking guideway is attached to the inside of the EET by numerous actuator struts, and the actuator struts dynamically adjust the offset between the braking guideway and the EET to enable the braking guideway to achieve a straightness target that is more stringent that the straightness target of the EET.
The Launch Sled must decelerate from 11,121 m/s to 0 m/s over the 102 km length of the EET, so the required deceleration is
For a 2000 kg sled, the braking force is
The braking guideway in the EET differs from the guideway in the ramp and horizontal acceleration sections. The EET guideway's primary purpose is to slow down just the sled rather than to redirect the trajectory of the sled and spacecraft, so it primarily experiences a tensile load from decelerating the sled, and supports minimal perpendicular loading. Therefore, it is engineered to be much lighter than the guideway in the ramp. If the guideway, like the rest of the EET, is made from an aero grade aluminum alloy (e.g. 7075 Aluminum) with a yield strength, , of 500 MPa at room temperature.
Temperature Approximate Yield Strength (7075-T6)
Room Temp (24°C) 500-525 MPa
100°C 460-485 MPa
150°C 300-350 MPa (30% reduction)
300°C 70-100 MPa
The minimum cross-section that the guideway needs to handle the tensile load, with an engineering factor, , of 1.5 depends on the temperature rise that the braking guideway will experience due to eddy current braking. For example, if the braking guideway's maximum temperature not exceed 150°C, then
If the guideway's cross-section was a tube with an inner radius of 5 cm, then outer radius would be
In practice, the braking guideway will be attached to the outer shell of the elevated evacuated tube, which will have a much larger cross sectional area and thus will be able to easily bear most of the tensile load.
Deceleration is achieved using eddy-current braking. Magnets in the launch sled induce changing magnetic fields in the braking guideway, converting the sled’s kinetic energy into heat. The strength of the magnetic field generated by these magnets will be adjusted to achieve a constant braking force, even as the sled's speed decreases. The sled’s kinetic energy is
Spread uniformly over the 102 km tube length, the energy deposition per meter is
If the density, of the braking guideway material (Aluminum 7075-T6) is 2810 kg/m3, the braking guideway's mass per meter is
With , the guideway's temperature will increase by
This is only higher than our allowed maximum temperature.
If we assume that four launches per day, in rapid succession, followed by almost 24 hours before the next set of launches, there will be plenty of time for the guideway to cool down between sets of launches.
The sled adjusts its magnetic field strength as it decelerates so that the net braking force remains approximately constant. Other than this gradual adjustment, the magnetic fields in the sled are unchanging. The sled’s magnets and power electronics still incur some resistive losses, but these are small compared to the heating in the guideway and can be managed with conventional thermal design. The dominant dissipation occurs in the guideway, where the induced eddy currents convert the sled’s kinetic energy into heat..
To prevent the sled from stretching the guideway during deceleration, the guideway is pretensioned by internally pressurizing it with a nearly incompressible fluid such as water. As the sled decelerates and imposes additional longitudinal stress, valves release the pressurized fluid into an internal reservoir, relieving an equivalent amount of stress and maintaining approximately constant tension. Once the sled comes to rest, the guideway is rapidly repressurized using distributed pressurized water supplies along its length, so that it does not snap back.
Initially, when the launch sled enters the EET, it is travelling at the same velocity as the spacecraft and therefore imposes no additional load on the guideway. As the sled begins to decelerate, an increasing fraction of its weight must be supported by the EET. To distribute this load more evenly, the 10-meter launch sled separates into ten one-meter segments. Each segment then decelerates at a slightly different rate to increase the inter-segment spacing and thereby spread the launch sled's load over a longer section of the EET.
After sufficient deceleration, the sled segments can exit the elevated evacuated tube through their own airlock. At that point, it could deploy a parasail and glide down to land in the water near a recovery ship, after which it would be retrieved and returned to the start of the launch system.
A variant of this approach uses a smaller, dedicated evacuated “sled tube” that branches off from the main EET. This secondary tube can be redirected downward along a controlled arc and tethered to the ground, allowing most of its length to be supported by low-altitude lift fans or conventional steel towers. Portions of the sled tube could even transition underwater, further reducing the amount of high-altitude aerodynamic support required.
Reviews
The following reviews are limited in scope to the validity of the claim made above, and do not imply that the reviewer has taken a position regarding any other claim or the overall feasibility of a concept that is supported by this claim.
- 1Reputation: 0Verdict: Supports- BS Mechanical Engineering, Washington State University - Journeyman Bluestreak Mechanic (WA Card No. 173809) - 10+ years Aerospace Fabrication, Boeing Commercial Airplanes - 2× NASA Innovative Advanced Concepts Fellow ('21 and '23) - Chief Executive Officer, Unleashed Robotics, Inc.
“Claim is supported by physics, but elastic energy can be dealt with differently”
Claim Review
Claim: "The Launch Sled Can Be Reused" (ID: a8acd6, "v3" as edited by Phil Swan on 1/16/2026 at 12:59:03 PM)
Reviewer: Quinn Morley, BSME
Date: January 20, 2026
Verdict: Supports
Summary
Phil's v3 claim mathematics are correct. The aluminum guideway design at SF=1.5, now properly designed to the yield strength at 150°C operating temperature, is structurally sound and supports sled reusability. Phil has addressed previous observations regarding temperature-dependent yield and tube geometry.
Verified Calculations (Phil's v3)
Parameter Claim Value Verified Sled mass 2,000 kg ✓ Deceleration 606 m/s² (61.8 G) ✓ Braking force 1,213 kN ✓ Cross-section 60.6 cm² (tube: 100mm ID, 133mm OD) ✓ Wall thickness 16.6 mm ✓ Mass per meter 17.03 kg/m ✓ Design yield (150°C) 300 MPa ✓ Safety factor 1.5 ✓ Energy per meter 1,213 kJ/m ✓ Temperature rise 77°C per launch ✓ Peak temperature 101°C ✓
Observation 1: Temperature-Dependent Yield (Addressed)
Phil's v3 design now accounts for temperature-dependent yield strength by designing to 300 MPa at 150°C rather than 503 MPa at room temperature. The larger cross-section (60.6 cm² vs 36 cm² in v2) reduces the temperature rise to 77°C per launch, keeping peak temperature at 101°C—well below the 150°C design limit. The safety factor of 1.5 is now maintained at operating temperature.
This observation is resolved.
Observation 2: Tube Geometry (Addressed)
Phil's v3 design adopts a tube cross-section (100mm ID, 133mm OD) rather than the solid 68mm rod in v2. This provides better surface-area-to-mass ratio for cooling and more efficient structural use of material. Eddy current skin depth at operating velocities (0.25–0.4 mm) is much smaller than the 16.6mm wall thickness, so the tube remains fully effective for braking.
This observation is resolved.
Thesis: Tapered Wall with Declining Force Profile
Phil's constant-force braking assumption simplifies the structural analysis but has two implications:
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Active control required: Natural eddy current braking produces force proportional to velocity. Maintaining constant force requires active magnetic field modulation to counteract this velocity dependence.
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Tension management required: Under constant force, the guideway stretches 287 m and stores 174 MJ of elastic energy when the sled stops. Phil's design includes a pressurized water system to manage this stored energy and prevent snap-back.
An alternative approach uses a declining force profile (F ∝ v) with tapered wall thickness:
Eliminates tension management. The guideway relaxes during braking as force decreases. At stop, elongation and elastic energy are both zero. No water system or other tension management mechanism is needed.
Optimizes the structure. Wall thickness tapers from 11.5 mm at entry (where force is highest) to 4 mm at exit (where force approaches zero). Each section of guideway carries only the stress it actually experiences.
Reduces mass. Total guideway mass is 1,162 tonnes versus Phil's 1,737 tonnes—a 33% reduction.
Aligns with physics. The force profile matches natural eddy current behavior, potentially simplifying magnetic field control requirements.
Trade-offs. The declining-force profile requires higher initial deceleration (124 G vs 62 G) and uses a different tube diameter (200 mm OD vs Phil's 133 mm OD). These trade-offs may be acceptable depending on mission constraints.
This thesis is presented as a complementary design alternative, not a criticism of Phil's approach. Both approaches result in a reusable sled.
Conclusion
The claim that "the launch sled can be reused" is supported by physics. Phil's v3 mathematics are correct, and his design properly accounts for temperature-dependent yield strength and tube geometry.
The tapered-wall approach with declining force profile offers a potential path to lighter guideway design with reduced system complexity by eliminating the need for tension management at stop.
References
Technical Report: VPSL_Braking_Guideway_Report_v6.docx Drive link: https://docs.google.com/document/d/1h2NhlCe5GogQvTcHhH6P0gA6ns377CLS
Analysis Code (Braking Profiles): optimized_braking_analysis.py Colab link: https://colab.research.google.com/drive/1-8GqR5fPGpbspHeIxyNNQPZQMJEkOPj4
Analysis Code (Elastic Dynamics): elastic_dynamics_analysis.py Colab link: https://colab.research.google.com/drive/1mSmHIm_fqhjzdz3__-ocVVsYCxFpaMeT
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