Sven Gunnar Bilén
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Previous Organizations / Institutes
The organizations / institutes from the scholar's other articles in the past ten years
Research Subjects
Sven Gunnar Bilén has a total of 202 co-authors. Here are the top co-authors by number of shared publications:
- Sean D. Knecht
School of Engineering Design and Innovation
7 shared publications Brian E. Gilchrist
6 shared publications- José Pinto Duarte
Pennsylvania State University
6 shared publications Alec D. Gallimore
University of Michigan, Ann Arbor, Michigan 48109
4 shared publications- Ali M. Memari
Department of Architectural Engineering and Department of Civil and Environmental Engineering, The Pennsylvania State University, University Park, PA 16802, USA
4 shared publications - Julio Urbina
The Pennsylvania State University
4 shared publications
Latest Publications
- Open Access
- 15 October 2026
- Published by Elsevier in SSRN Electronic Journal
Effects of basalt fibers on pore structure and compressive anisotropy of 3D printed concrete
In plain 3D printed concrete (3DPC), in-plane compressive anisotropy is governed mainly by directional pore structure, but this view is insufficient when fibers are added. Here, plain 3DPC and 3D-printed fiber-reinforced concrete (3DP-FRC) with 0.5 vol.% basalt fibers were printed using three raster patterns and compared with cast counterparts. Fiber addition reduced the mean pore aspect ratio by 13–19% and weakened path-induced pore alignment, even though pore area increased. A directional pore-defect index described the strength loss of plain 3DPC but overpredicted five of the six 3DP-FRC cases, showing that pore changes alone could not explain the response. Including path-based fiber orientation showed that the transverse-fiber contribution depends on the directional pore penalty rather than acting independently, increasing R2 from 0.27 to 0.93. Finite-element simulations agreed with the experimental directional strength ratios within 5.4% and supported a transition from compression-dominated response of load-aligned fibers to tension-dominated response of transverse fibers. Overall, fiber addition reduced in-plane anisotropy by 53.8–63.5%, showing that pore structure and fiber orientation jointly contribute to the compressive response of 3DP-FRC.
- 15 October 2026
- Published by Elsevier in SSRN Electronic Journal
Open AccessEffects of basalt fibers on pore structure and compressive anisotropy of 3D printed concrete
In plain 3D printed concrete (3DPC), in-plane compressive anisotropy is governed mainly by directional pore structure, but this view is insufficient when fibers are added. Here, plain 3DPC and 3D-printed fiber-reinforced concrete (3DP-FRC) with 0.5 vol.% basalt fibers were printed using three raster patterns and compared with cast counterparts. Fiber addition reduced the mean pore aspect ratio by 13–19% and weakened path-induced pore alignment, even though pore area increased. A directional pore-defect index described the strength loss of plain 3DPC but overpredicted five of the six 3DP-FRC cases, showing that pore changes alone could not explain the response. Including path-based fiber orientation showed that the transverse-fiber contribution depends on the directional pore penalty rather than acting independently, increasing R2 from 0.27 to 0.93. Finite-element simulations agreed with the experimental directional strength ratios within 5.4% and supported a transition from compression-dominated response of load-aligned fibers to tension-dominated response of transverse fibers. Overall, fiber addition reduced in-plane anisotropy by 53.8–63.5%, showing that pore structure and fiber orientation jointly contribute to the compressive response of 3DP-FRC.
- 15 September 2026
- Published by Taylor & Francis
- p. 452-475
Design and Additive Manufacturing of a Martian Habitat Using Geopolymer Concrete with In Situ Martian Material
This chapter presents a modular habitat design strategy for Mars, aimed at advancing human exploration through scalable, resilient structures built using autonomous additive construction (AAC) and in situ resource utilization (ISRU). The design leverages local Martian regolith and robotic fabrication to minimize reliance on earth-based materials, creating sustainable habitats adaptable to the planet’s environmental conditions. Key design concepts include modularity for ease of construction, transportation, and reconfiguration, and a strategy for habitat expansion over time to accommodate growing mission needs. AAC systems enable efficient, flexible assembly and repair of habitat components, ensuring structural integrity in the face of the challenging climate on Mars. The chapter explores the integration of additive manufacturing techniques, particularly with in situ materials, and strategies for thermal regulation, optical transparency, radiation protection, and life-support infrastructure. This modular approach supports an evolving habitat framework that can be customized for diverse mission profiles, enhancing the feasibility and resilience of long-term human presence on Mars.
- 15 September 2026
- Published by Taylor & Francis
- p. 452-475
Design and Additive Manufacturing of a Martian Habitat Using Geopolymer Concrete with In Situ Martian Material
This chapter presents a modular habitat design strategy for Mars, aimed at advancing human exploration through scalable, resilient structures built using autonomous additive construction (AAC) and in situ resource utilization (ISRU). The design leverages local Martian regolith and robotic fabrication to minimize reliance on earth-based materials, creating sustainable habitats adaptable to the planet’s environmental conditions. Key design concepts include modularity for ease of construction, transportation, and reconfiguration, and a strategy for habitat expansion over time to accommodate growing mission needs. AAC systems enable efficient, flexible assembly and repair of habitat components, ensuring structural integrity in the face of the challenging climate on Mars. The chapter explores the integration of additive manufacturing techniques, particularly with in situ materials, and strategies for thermal regulation, optical transparency, radiation protection, and life-support infrastructure. This modular approach supports an evolving habitat framework that can be customized for diverse mission profiles, enhancing the feasibility and resilience of long-term human presence on Mars.
- Open Access
In Situ Monitoring of Water-to-Cement Ratio of 3D-Printed Concrete
Precise control of the water-to-cement (w/c) ratio is critical in three-dimensional concrete printing (3DCP), for which minor deviations compromise extrudability, buildability, and structural integrity. Existing non-destructive w/c (moisture) sensors have not been validated for real-time, in situ monitoring during the concrete extrusion process. This study develops and validates a four-electrode Wenner-array probe, interfaced with an LCR meter, for in situ electrical resistance measurements of fresh concrete. The system was calibrated against NaCl and KCl electrolytic solutions at resistivities of 1, 5, and 10 Ω·m and then tested on ordinary Portland cement pastes at w/c ratios of 0.40–0.60 and on a proprietary 3D-printable blend at 0.40–0.65. The results show that resistance drift remained below 1.2% under ambient temperature fluctuations, with sub-second response times. Strong nonlinear correlations (R2 > 0.99) were established between electrical resistance and w/c ratio for both formulations, with resistance increasing with higher w/c ratios due to ionic dilution and decreasing over time as early-age hydration progressed. Proprietary mixtures below w/c = 0.51 exhibited insufficient pore connectivity (CV > 30%) for reliable measurement, whereas mixtures at w/c ≥ 0.51 demonstrated excellent repeatability (CV < 2.80%). Electrical resistance measurement provides a viable real-time technique for w/c determination in fresh concrete, enabling automated closed-loop control in 3DCP operations.
Open AccessIn Situ Monitoring of Water-to-Cement Ratio of 3D-Printed Concrete
Precise control of the water-to-cement (w/c) ratio is critical in three-dimensional concrete printing (3DCP), for which minor deviations compromise extrudability, buildability, and structural integrity. Existing non-destructive w/c (moisture) sensors have not been validated for real-time, in situ monitoring during the concrete extrusion process. This study develops and validates a four-electrode Wenner-array probe, interfaced with an LCR meter, for in situ electrical resistance measurements of fresh concrete. The system was calibrated against NaCl and KCl electrolytic solutions at resistivities of 1, 5, and 10 Ω·m and then tested on ordinary Portland cement pastes at w/c ratios of 0.40–0.60 and on a proprietary 3D-printable blend at 0.40–0.65. The results show that resistance drift remained below 1.2% under ambient temperature fluctuations, with sub-second response times. Strong nonlinear correlations (R2 > 0.99) were established between electrical resistance and w/c ratio for both formulations, with resistance increasing with higher w/c ratios due to ionic dilution and decreasing over time as early-age hydration progressed. Proprietary mixtures below w/c = 0.51 exhibited insufficient pore connectivity (CV > 30%) for reliable measurement, whereas mixtures at w/c ≥ 0.51 demonstrated excellent repeatability (CV < 2.80%). Electrical resistance measurement provides a viable real-time technique for w/c determination in fresh concrete, enabling automated closed-loop control in 3DCP operations.
- Open Access
- 2 May 2026
- Published by Elsevier in Acta Astronautica
- Vol. 247, 67-76
Power harvesting of vertical and spinning electrodynamic tethers in deorbiting scenarios for optimal and constrained conditions
- 2 May 2026
- Published by Elsevier in Acta Astronautica
- Vol. 247, 67-76
Open AccessPower harvesting of vertical and spinning electrodynamic tethers in deorbiting scenarios for optimal and constrained conditions
- Open Access
- 6 October 2025
- Published by Springer Nature in Research Square
Plasma-Buoyancy Dynamics in Microwave Electrothermal Thrusters: Experimental Insights
Ground tests of microwave electrothermal thrusters (METs) are conducted under 1 g, where buoyant forces distort the plasma morphology and bias performance data. We investigate these effects in a 2.45-GHz, TMz011 cavity thruster operated with nitrogen over 200–2000 sccm and at 80–600 W. Three dimensionless surrogates — a modified Bond number Bo (buoyancy), a swirl group θ, and an electromagnetic anchoring group ΠEM — bring all experimental points onto a single, self-consistent scaling curve. Guided by these surrogates, we then recast the horizontal-nozzle data into a centered, reduced-order surrogate: a log-linear form in ṁ, Pin, and the stagnation-pressure ratio P0,h/P0,c with a single exponential nonlinearity in P0,h/P0,c. The inferred elasticities show displacement grows with mass flow while remaining only weakly sensitive to small, local changes in Pin or P0,h/P0,c; the dominant response is a sharp departure once P0,h/P0,c moves away from its near-optimal neighborhood. Orientation controls performance: with the nozzle upward, buoyancy helps anchor the discharge at the throat and P0,h/P0,c often approaches ~3:1 (peaking near 3.3–3.5), whereas in horizontal/downward tests buoyancy displaces the bubble off-axis, reducing P0,h/P0,c by ~20-40%. Equal top–bottom injection maximizes swirl confinement and suppresses buoyant drift. The surrogate offers a compact path to correct 1-g measurements toward flight-like conditions and to couple directly with thrust and Isp models for MET design.
- 6 October 2025
- Published by Springer Nature in Research Square
Open AccessPlasma-Buoyancy Dynamics in Microwave Electrothermal Thrusters: Experimental Insights
Ground tests of microwave electrothermal thrusters (METs) are conducted under 1 g, where buoyant forces distort the plasma morphology and bias performance data. We investigate these effects in a 2.45-GHz, TMz011 cavity thruster operated with nitrogen over 200–2000 sccm and at 80–600 W. Three dimensionless surrogates — a modified Bond number Bo (buoyancy), a swirl group θ, and an electromagnetic anchoring group ΠEM — bring all experimental points onto a single, self-consistent scaling curve. Guided by these surrogates, we then recast the horizontal-nozzle data into a centered, reduced-order surrogate: a log-linear form in ṁ, Pin, and the stagnation-pressure ratio P0,h/P0,c with a single exponential nonlinearity in P0,h/P0,c. The inferred elasticities show displacement grows with mass flow while remaining only weakly sensitive to small, local changes in Pin or P0,h/P0,c; the dominant response is a sharp departure once P0,h/P0,c moves away from its near-optimal neighborhood. Orientation controls performance: with the nozzle upward, buoyancy helps anchor the discharge at the throat and P0,h/P0,c often approaches ~3:1 (peaking near 3.3–3.5), whereas in horizontal/downward tests buoyancy displaces the bubble off-axis, reducing P0,h/P0,c by ~20-40%. Equal top–bottom injection maximizes swirl confinement and suppresses buoyant drift. The surrogate offers a compact path to correct 1-g measurements toward flight-like conditions and to couple directly with thrust and Isp models for MET design.
- 23 May 2025
- Published by Elsevier in Journal of Magnetism and Magnetic Materials
- Vol. 629
Effects of advanced magnetic materials in the DC and AC performance of inductors and transformers
- 23 May 2025
- Published by Elsevier in Journal of Magnetism and Magnetic Materials
- Vol. 629
Effects of advanced magnetic materials in the DC and AC performance of inductors and transformers
- Open Access
- 25 January 2025
- Published by Elsevier in Additive Manufacturing
- Vol. 99
Structured, sintered, and rastered strategies for fluid wicking in additively manufactured heat pipes
- 25 January 2025
- Published by Elsevier in Additive Manufacturing
- Vol. 99
Open AccessStructured, sintered, and rastered strategies for fluid wicking in additively manufactured heat pipes
- 17 January 2025
- Published by Springer Nature in Construction Robotics
- Vol. 9 (1) , 1-31
Vision-based sensing and digital twin technologies in conformal 3D concrete printing: exploring operational accuracy, adaptability, and scalability, and investigating monitoring capabilities in large-scale applications
- 17 January 2025
- Published by Springer Nature in Construction Robotics
- Vol. 9 (1) , 1-31
Vision-based sensing and digital twin technologies in conformal 3D concrete printing: exploring operational accuracy, adaptability, and scalability, and investigating monitoring capabilities in large-scale applications
- Open Access
- 2 September 2024
- Published by Elsevier in Acta Astronautica
- Vol. 225, 158-168
A review of electrodynamic tether missions: Historical trend, dimensionless parameters, and opportunities opening space markets
- 2 September 2024
- Published by Elsevier in Acta Astronautica
- Vol. 225, 158-168
Open AccessA review of electrodynamic tether missions: Historical trend, dimensionless parameters, and opportunities opening space markets
- Open Access
- 29 July 2024
- Published by Taylor & Francis in Virtual and Physical Prototyping
- Vol. 19 (1)
3D concrete printing of self-supported filaments via entrained cables: constructing formwork-free spanning structures
- 29 July 2024
- Published by Taylor & Francis in Virtual and Physical Prototyping
- Vol. 19 (1)
Open Access3D concrete printing of self-supported filaments via entrained cables: constructing formwork-free spanning structures