The present invention relates to pulsed-power technology and, in particular, to a variable-pulse-shape pulsed-power accelerator that can be used to drive megabar-class material physics experiments and for other applications.
Shock wave techniques have been used extensively to collect information on the high-pressure equation-of-state (EOS) of materials. However, most high-pressure EOS data have been obtained from shock compression which represents the response of a material along its principal Hugoniot. The need for accurate off-Hugoniot measurements has compelled the development of several experimental approaches to produce well-controlled continuous or ramp loading of condensed matter. Ramp loading of all materials and solids, in particular, generally produces thermodynamic states close to an isentrope since irreversible effects produced by viscoplastic and plastic work are usually small. This technique is often referred to as an isentropic compression experiment (ICE).
To generate a magnetic pressure of 100 gigapascals (GPa) on the surface of a conductor requires a 500 T magnetic field. Such a field is generated by a linear current density (on the conductor's surface) of 400 MA/m. The use of such current densities to generate magnetic pressures to drive material-physics experiments is described in the literature. See D. B. Reisman et al., J. Appl. Phys. 89, 1625 (2001); C. A. Hall et al., Rev. Sci. Instrum. 72, 3587 (2001); and M. D. Knudson, Shock Compression of Condensed Matter—2011, AIP Conf. Proc. 1426, 35 (2012). The technique has been used over the past 15 years for a variety of material studies. Currently, the refurbished Z accelerator (also referred to as ZR) produces tailored current pulses to drive samples quasi-isentropically to pressures as high as 500 GPa over timescales as long as 1 microsecond. See J.-P. Davis et al., Physics of Plasmas 12, 056310 (2005); and J.-P. Davis et al., J. of Appl. Phys. 116, 204903 (2014). In this technique, planar load samples (6-10 mm in diameter by 0.5-1.5 mm thick) are mounted on a flat anode plate of either aluminum or copper. A direct short between the parallel anode and cathode plates allows a ˜20 MA, ˜100-300 ns risetime current pulse to flow from one plate to the other, which generates a planar time-varying magnetic field between the conductors. The resulting large magnetic pressure launches a high-pressure ramp wave into the anode conductor and hence into the planar sample. A smooth, shockless compression is achieved with comparatively low compression strain rates of about 106/s.
However, because the ZR accelerator is a large experimental facility designed to accommodate multiple scientific program needs, research for ICE studies is hampered by limited available machine time, considerable operational constraints, and expense. Further, although the pulsed-power technique has proven to be quite productive at large scale, several key issues must be examined thoroughly to extend the ICE method to different pulsed-power driver configurations. To expand the use of pulsed-power techniques for ICE studies, a compact pulsed-power generator, referred to as Veloce, was developed specifically for isentropic and shock compression experiments. See T. Ao et al., Rev. Sci. Instrum. 79, 013903 (2008), which is incorporated herein by reference. Veloce is a low inductance generator based on a stripline design where no oil, water, or vacuum is used for insulation, thus making it much easier to operate and maintain. The generator occupies a 3.6×5.5 m2 area and delivers up to 3 MA of current rapidly over ˜440-530 ns into an inductive stripline load where significant magnetic pressures can be produced. The magnetic pressure on Veloce can be used either to drive ramp pressure waves (5-20 GPa) into material samples or to launch relatively thick flyer plates (1-2 mm) to velocities of 1-3 km/s. However, the generator can only produce sub-megabar pressures. For most materials, the Hugoniot and isentrope diverge near a megabar, which is a pressure regime useful for equation-of-state studies. Further, because the Veloce generator uses a parallel plate transmission line, it has limited pulse shaping capability and, therefore, limited pressure ramping flexibility.
Therefore, a need remains for an accelerator that can produce variable pulse shapes with shorter rise times in order to maximize ramp wave propagation distances before shock formation occurs, thereby enabling the study of larger samples.
The present invention is directed to a novel variable-pulse-shape pulsed-power accelerator. The accelerator is driven by a plurality of independent LC circuits. Each LC circuit can comprise multiple capacitor-driven “brick” switches that deliver current to a power flow structure via impedance matched, transit-time-isolated coaxial cables. The coaxial cables deliver the circuit's output power to several water-insulated radial transmission lines that are connected in parallel at small radius by a water-insulated post-hole convolute. The output power of the convolute is delivered to a load that can comprise a megabar-class material physics or ICE experiment. The coaxial cables are sufficiently long to transit-time isolate the LC circuits from the water-insulated transmission lines, which allows each LC circuit to be operated without being affected by the other circuits. This enables the creation of any power pulse that can be mathematically described as a time-shifted linear combination of the pulses of the individual LC circuits.
As an example of the invention, described herein is a pulsed-power accelerator that delivers a precisely shaped current pulse with a peak value as high as 7 MA to a stripline load. The peak magnetic pressure achieved within a 1-cm-wide load is can be in excess of 100 GPa. The exemplary accelerator is powered by as many as 288, decoupled and transit-time-isolated bricks. Each brick consists of a single switch and two capacitors connected electrically in series. The bricks can be individually triggered to achieve a high degree of current-pulse tailoring. Because the accelerator is impedance matched throughout, capacitor energy is delivered to the stripline load with an efficiency as high as 50%. Iterative finite-element-method (FEM), circuit, and magnetohydrodynamic simulations were used to develop an optimized accelerator design. The number of bricks will depend on the current, pressure and pulse shape desired. When powered by 96 bricks, the accelerator delivers as much as 4.1 MA to a load, and achieves peak magnetic pressures as high as 65 GPa. When powered by 288 bricks, the accelerator delivers as much as 6.9 MA to a load, and achieves magnetic pressures as high as 170 GPa. An algebraic calculational procedure was developed that uses the single-brick basis function to determine the brick-triggering sequence necessary to generate a highly tailored current-pulse time history for shockless loading of samples. The accelerator will drive a wide variety of magnetically driven shockless-ramp-compression, shockless-flyer-plate, shock-ramp, equation-of-state, material-strength, phase-transition, and other advanced material-physics experiments.
The detailed description will refer to the following drawings, wherein like elements are referred to by like numbers.
The present invention is directed to a variable-pulse-shape pulsed-power accelerator that can achieve pressures in excess of 100 GPa. At such pressures, the Hugoniot and isentrope for most materials diverge; hence 100-GPa-class experiments are extremely interesting and useful for equation-of-state studies. The accelerator also provides a precise pulse-tailoring capability which enables a wide variety of shockless material-physics experiments. In particular, the accelerator can be used to explore equation-of-state, material strength, and phase transition properties for a wide variety of materials. The accelerator overcomes the shortcomings of current compact machines, yet realizes the benefits of an inexpensive ICE driver with a high shot rate capability.
In
Below is described an exemplary variable-pulse-shape pulsed-power accelerator. The exemplary accelerator comprises: (1) 96-288 “bricks” which can be individually triggered. (2) 288 coaxial cables which are impedance matched to the bricks. The cable transit-time length is chosen to be 300 ns in order to avoid wave reflections. (3) A central, water-dielectric tri-plate transmission line which is joined into a single line through a double post-hole convolute (DPHC). (4) A solid-dielectric (e.g., Rexolite®) transmission line. (5) A solid-dielectric (e.g., Kapton®) insulated stripline load.
As shown in
Each brick is approximately impedance matched to the output coaxial cables, which act as constant impedance transmission lines to the central power flow section. The optimal impedance is given by the formula
In this example, Z=3.0Ω. Eight brick boxes are arranged into brick towers which are sealed and filled with dielectric insulating oil. For the 96-brick accelerator, three ˜10-Ω coaxial cables connected in parallel to each brick box approximately match the impedance of the brick. Alternatively, four cable outputs per brick can be used if the switches and capacitors are less inductive and consequently produce lower brick impedance. A graph of the current for a single brick is shown in
Each of the exemplary coaxial cables can comprise an inner and outer braid of copper conductors, a polyethylene insulator between the conductors, and a thin semiconducting layer on the negative-polarity inner braid. The inner and outer conductors of the coaxial cable can be at radii 1.27 cm and 1.63 cm, respectively. The overall diameter of the coaxial cable is 3.81 cm, including the outer plastic shield. Each cable can be 60-m long to obtain the 300-ns transit time required to isolate each brick. The transit time is given by τ=l/c where l is the cable length and the propagation speed is given by c=1/√{square root over (με)}. The cable impedance was initially estimated to be approximately 10Ω. An accurate determination of cable parameters can be made with vector network analyzer (VNA) techniques. The coaxial cables can be flexible to enable a vertical wall of brick towers to be positioned remotely from a circular central-power-flow (CPF) section.
As shown in
A cross-sectional illustration of a single set of stripline load panels that are connected to each other by a direct short is shown in the inset in
Other short-circuit load geometries can also be used, depending on the material physics experimental of interest. See M. D. Knudson, Shock Compression of Condensed Matter—2011, AIP Conf. Proc. 1426, 35 (2012), which is incorporated herein by reference. The stripline geometry described above has typically been used for ramp compression experiments. Alternatively, the load can comprise a coaxial geometry comprising four anode panels surrounding a rectangular cathode stalk. The coaxial geometry has typically been used for high-pressure shock compression experiments.
Iterative FEM, circuit, and MHD simulations were used to determine an exemplary 96-brick accelerator design. Initially, estimates of circuit elements were determined using analytic formulas for impedance and inductance. For instance, the impedance (Z) and inductance (L) of the axisymmetrical geometry of the CPF section are given by
where r is the radius, r0 is the inner radius, and g is the electrode gap. Later, these estimates were improved using FEM calculations. Circuit calculations were then performed to determine baseline performance and voltage thresholds for FEM field calculations. Finally, MHD calculations were performed to obtain the dynamic load inductance, a large effect in these systems. With this complete set of circuit parameters and voltage conditions, load performance can be calculated along with the electric field breakdown thresholds of the CPF section. The final results of this design process are described below.
A 96-brick arrangement driving the aforementioned CPF section was assumed with a stripline load consisting of 1-cm-wide by 2-cm-long copper panels. The electrical characteristics of the accelerator were modeled with the SCREAMER circuit code. See M. L. Kiefer and M. M. Widner, in Proceedings of the 5th IEEE International Pulsed Power Conference, edited by M. F. Rose and P. J. Turchi (IEEE, Piscataway, N.J., 1985), p. 685; and M. L. Kiefer et al., SCREAMER, a pulsed power design tool, user's guide for version 3.2.4.2 (2008). Each part of the accelerator circuit is included in the model as either an LRC element or a transmission line. Cable attenuation was included as a resistance based on VNA measurements of the coaxial cable. Code outputs are current, energy, power, and voltage for each model element. Brick LRC values are given by manufacturer specifications and laboratory tests for similar configurations.
Peak current is calculated to be 4.1 MA with 35 kJ of energy delivered to the static stripline load. In this calculation, four groups of 50 capacitors are triggered at staggered intervals to achieve a ˜200-ns rise-time (defined over a 5-95% rise in current). All capacitors are initially charged to +/−100 kV. The peak voltage on the cables is 120 kV. Peak voltages in the waterline section and the Rexolite insulator are 100 and 85 kV, respectively. The load voltage which is applied across the stripline Kapton insulated gap is 60 kV.
The CPF section is modeled using the COMSOL Multiphysics® simulation code. See COMSOL Multiphysics® 5.0. The code uses the finite element method (FEM) to solve for the electric and/or magnetic fields in static, frequency dependent or transient mode. First, the static electric field mode was used to calculate the electric field distributions driven by the peak voltages calculated with the circuit code. Second, the frequency-dependent magnetic field solver was used to calculate the inductance of the convolute structure and the impedance of the cables. Lastly, the electric field distributions in the cable header region were calculated.
Although the CPF section extends out to a diameter of 2 m, only the inner 1.4-m diameter of the structure, including the DPHC, was considered in the simulation, as shown in
The electric field strength thresholds were determined for the three insulator materials—water, Rexolite, and Kapton. For a water-insulated line this is given empirically by the formula
EP=108ΣEFF−0.33(kV/cm) (4)
where EP is the peak electrical field and τEFF is the temporal width (in μs) of the voltage pulse at 63% of peak. In the case of τEFF=200 ns, EP=184 kV/cm. See W. A. Stygar et al., Phys. Rev. ST Accel. Beams 9, 070401 (2006). The Rexolite breakdown threshold has been determined to be ˜800 kV/cm while layered Kapton has a threshold of ˜2000 kV/cm.
Assuming an 85-kV voltage across the AK gap as the boundary condition, the electric fields in the CPF section were calculated using the COMSOL code as shown in
Having established sufficient gaps for operating the inner power-flow structure, the inductance of the system can be calculated. A frequency-dependent magnetic field calculation was used to capture skin-depth effects on the inductance. Assuming an input current of 8 MA at a frequency of 2 MHz, the magnetic field distribution in the CPF region was calculated.
Coaxial cable impedance was modeled with the COMSOL simulation code. To determine impedance, the coax is modeled as a two-dimension cross-section of a TEM waveguide. First, the electric and magnetic field distributions at a frequency of 2 MHz are calculated, as shown in
where the subscripts i and o denote inner and outer conductor quantities. Finally, the characteristic impedance is calculated through the relation Z=V/I. The impedance of the cable is found to be 10.8Ω at a frequency of 2-MHz; VNA measurements later confirmed this value.
The cable connection region was modeled to determine if any electrical breakdown thresholds were exceeded. Because of the periodic nature of the cable connection region to the CPF section, only two cables were modeled on half of the CPF cable header region, as shown in
Magnetohydrodynamic (MHD) calculations were performed to determine the full system electrical performance and peak pressures delivered to a stripline load. Because the inductance of the load at the time of peak pressure is significant relative to the total inductance, an accurate estimate of delivered current must include the dynamic inductance of the stripline. Trac-II, a resistive 2D MHD code, was used to model a cross section of the stripline. See D. B. Reisman et al., J. Appl. Phys. 89, 1625 (2001). The code can be used to calculate pressure drive on an ICE load and the dynamic inductance. 3D effects are assumed to be small and were neglected. The SCREAMER circuit code was used to obtain the load drive voltage which was applied as an input to the Trac-II simulations. Self-consistency was obtained by using the time dependent inductance from the MHD calculation in the circuit code to obtain an improved drive voltage. This process was repeated until agreement in voltage and current was obtained between SCREAMER and Trac-II.
Pulse tailoring was obtained by triggering four groups of capacitors at staggered 50-ns intervals. For this particular case, a nearly linear 200-ns pulse with peak current of 4.1 MA produced a peak magnetic pressure of 65 GPa, as shown in
Several options exist for extending the exemplary design to well beyond 96 bricks and increasing the peak current and pressure at the ICE load. One of these is to simply increase the diameter of the CPF section to allow more of the 10.8-Ω cables to be connected and therefore more bricks to be added to the system. A more challenging, but more attractive option is to lower the impedance of the individual cables and allow more cable connections while maintaining the impedance matching conditions between brick and cable. For instance, a 3.0-Ω cable would allow one cable per brick and result in up to 288 bricks to be attached to the CPF section.
In order to reduce the impedance of the cable while maintaining its approximate diameter and voltage hold-off properties, the dielectric constant (or relative permittivity) of the insulating material can be increased. The impedance of a coaxial cable is given by
Since the impedance is proportional to εR−1/2, the accelerator's 10.8-Ω cable can be decreased to 3.4Ω by increasing the dielectric constant from 2.3 (polyethylene) to 21. This also has the advantage of reducing the overall length of each cable while maintaining the 300-ns transit time for isolation purposes. Since the velocity of propagation also varies as εR−1/2, a dielectric constant of 21 reduces the cable length from 60 m to 20 m. This also has the added benefit of reducing signal attenuation in the cable which is dependent on conductor losses and proportional to length.
A high dielectric constant polyethylene can replace the standard polyethylene used in the previously described cable. For example, this can be accomplished by impregnating the polyethylene with ceramic nanoparticles. Preliminary efforts have resulted in samples with dielectric constant of 21, but with reduced dielectric strength. The electric field in a coaxial cable is given by
Assuming a peak voltage of 120 kV, the maximum E-field in the present cable is 380 kV/m on the inner conductor (r=Ri). Testing of the loaded-poly samples revealed a dielectric strength of only ˜200 kV/cm. An effort is currently underway to raise this strength to ˜400 kV/cm in samples with a dielectric constant ranging from 9 to 21. Reducing the dielectric constant to 9 might result in better dielectric strength, although it would result in a 144-brick system with two, 5.4-Ω cables per brick.
Another way to obtain a low-inductance cable based on increasing the dielectric constant is to use deionized water (DI) as the insulating medium. To evaluate this concept a 50-Ω, air-dielectric cable filled with DI was tested. The cable was a 1-⅝″ HJ7-0A Andrew Heliax® manufactured by CommScope, Inc. The cable is used in the telecommunications industry as a low-loss RF transmission line. It consists of an inner and outer corrugated copper conductor separated by a helical polyethylene spacer. COMSOL calculations indicate that a DI-filled Heliax has an impedance of 6.4Ω, ideal for a two-cable-per-brick arrangement. Based on velocity of propagation arguments, the DI cable only needs to be 10-meters long to provide the required 300-ns transit time, enabling an accelerator with 144 bricks. Further, an increase of the inner conductor radius by 0.5 cm decreases the cable inductance to 3.45Ω, enabling a one-cable-per-brick, 288-brick accelerator.
The various cable options are summarized in Table 1. A 144-brick accelerator is achievable either based on loaded poly or DI-Heliax cable. The performance of both the 144-brick and 288-brick accelerators can be determined using the same modeling approach and load configuration described above. For the 1-cm-wide by 2-cm-long panel arrangement and a 144-brick accelerator, a peak current of 5.4 MA with a peak pressure of 110 GPa are obtained. For a 288-brick accelerator a peak current of 6.9 MA with a peak pressure of 170 GPa are obtained. The results of all three accelerator configurations (96, 144, and 288 bricks) are summarized in Table 2. Note that an increase in efficiency is realized in the 144-brick and 288-brick systems as cable length, and therefore signal attenuation, is reduced.
As described above, pulse tailoring is desired to delay the onset of shocks in samples. Pulse shaping delays the intersection of loading characteristics. Ideally, the pulse shape can be tailored so that all characteristics intersect at a single “critical” location Xc. Given the equation-of-state of a material, ideal pressure waveforms can be calculated. On machines such as ZR, pulse tailoring is accomplished by individually triggering gas switches into 36 transmission lines. MHD and transmission-line codes are used to determine the sequence to produce the most optimal pulse for a specific experiment. Usually this involves hand-tuning trigger times in a circuit code unto the desired waveform is achieved. Critical to the process is an accurate circuit model which, in the case of ZR, contains over fifty thousand circuit elements.
With the variable-pulse-shape pulsed-power accelerator of the present invention, advantage can be taken of the transit time isolation of the bricks and the pulse can be determined without the use of a circuit or transmission line code. Essentially this involves using the brick current waveforms as basis functions to construct the desired configuration. The forward going power in any of the constant impedance identical coaxial lines is independent of the load, and of the other lines, for the time interval between the earliest triggered brick pulse arrival at the connecting point and the round trip electromagnetic transit time from that connecting point to that brick and back. Furthermore, given that the load is at a small radius, only the voltage average and the total current of all bricks need to be considered. See E. M. Waisman and A. Wilson, J. Appl. Phys. 53, 731 (1982). Therefore, a procedure was developed which does not need circuit calculations and uses the single-brick basis function to determine the brick-triggering sequence necessary to generate a highly tailored current-pulse time history for shockless loading of samples.
Using TEM waveguide theory, the equivalent total voltage and current can be expressed into forward and backward propagating waves
This can be rewritten in terms of the forward propagating quantities
Since the bricks are transit-time decoupled and the transmission lines are of constant impedance, the forward going current is the sum of all individual brick currents
where {right arrow over (τ)}=(τ1, . . . , τn) is the set of brick delay times and ik is the forward propagating brick current from the kth brick (an example of an ik waveform is given in
An optimization procedure can then be used to determine a set of τk such that I0+≈I+. This involves finding a local minimum to the L2 norm given by
A previous ICE load configuration, 1-cm-wide by 2-cm-long copper stripline panels was used as an example. First, the ideal pressure waveform P(t) for a ˜100-GPa maximum pressure and 350-ns rise time that will ensure shockless loading up to the location XC=0.24 cm was determined, as shown in
P(t)=B2(t)/2μ0 (16)
where B(t) is the magnetic field magnitude in the center of the insulating gap between the two drive panels, as shown in
Z=ZC/NB (17)
where ZC is the individual cable impedance and N is the number of bricks. Finally, F({right arrow over (τ)}) is formed according to Eq. (15), using the appropriate brick basis functions ik, to find the local minimum. This provides an optimal set of delay times {right arrow over (τ)}.
The results of the optimization procedure for a 288-brick system are shown in
Impedance mismatches within the accelerator can cause multiple reflections of the pulse, which reduces the power and energy efficiency of the accelerator and complicates accelerator design, maintenance, and operation. Reflections within the accelerator can be minimized by impedance matching the prime power source and transmission lines to the load. An impedance-matched accelerator that minimizes reflections can generate an arbitrary current-pulse waveform at the load with high accuracy,
The current delivered to the load and, therefore, the peak magnetic pressure achievable in a materials physics experiment, can be further increased by using fast impedance-matched Marx generators as the LC drive circuit, rather than single bricks as described above. In
The present invention has been described as a variable-pulse-shape pulsed-power accelerator. It will be understood that the above description is merely illustrative of the applications of the principles of the present invention, the scope of which is to be determined by the claims viewed in light of the specification. Other variants and modifications of the invention will be apparent to those of skill in the art.
This application is a continuation-in-part of application Ser. No. 14/451,209, filed Aug. 4, 2014, which claims the benefit of U.S. Provisional Application No. 61/862,170, filed Aug. 5, 2013, both of which are incorporated herein by reference.
This invention was made with Government support under contract no. DE-AC04-94AL85000 awarded by the U. S. Department of Energy to Sandia Corporation. The Government has certain rights in the invention.
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20110285283 | Heid | Nov 2011 | A1 |
20140265939 | Hettler | Sep 2014 | A1 |
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Child | 14833993 | US |