Bang Yeon Lee Lab Positioning Map
Status
- Built from the uploaded lab publication corpus:
00_sources/by_lee_lab_publications/. - Lab source records: 45.
- Claim-evidence rows: 134.
- Original PDFs: pending user supply for this batch unless already present in other Atlas source folders.
1. Research identity
Professor Bang Yeon Lee’s ECC/EGC research positions the lab at the intersection of micromechanics-based ductile cementitious composites, cementless/green binder systems, recycled fiber and textile-waste valorization, and self-healing / crack-width-controlled durability.
The lab’s distinctive contribution is not only adopting ECC theory, but repeatedly transferring it into difficult material spaces: alkali-activated slag, fly ash geopolymer, recycled selvage fibers, crumb-rubber and EPS flaw-tailored matrices, hybrid PE/PVA/PBO systems, and crack-healing durability tests.
Victor Li micromechanics
-> strain-hardening and crack-width control
-> Lee lab cementless / recycled / self-healing / ultra-ductile systems
-> sustainable and resilient infrastructure materials
2. Main lab research axes
A. Cementless alkali-activated and geopolymer ductile composites
Positions the lab as an early and sustained contributor to Green ECC / EGC, from feasibility of AAS strain-hardening mortar to ultra-ductile fly ash and slag geopolymer composites.
B. Extreme ductility and low-density / flaw-tailored EGC
Connects crumb rubber, EPS, lightweight design, and PE/PBO hybridization to very high tensile strain capacity at reduced cement or fiber burden.
C. Recycled selvage fiber and textile-waste ECC
Converts high-performance PE textile waste into structural ductile composites with strong cost and sustainability arguments.
D. Self-healing, crack healing, and durability recovery
Uses ECC crack-width control and fiber bridging to study autogenous healing, permeability recovery, and reloading performance.
E. Fiber/interface/micromechanics and testing methods
Includes early fiber dispersion, fiber bridging, interface and prediction work supporting material design.
F. Structural, impact, thermal, and application performance
Extends ductile composites into flexure, impact, layered composites, elevated temperature and residual performance.
3. Representative lab publications by theme
cementless / alkali-activated / geopolymer ECC
- 2012 —
lee_2012_strain_hardening_fiber_reinforced_alkali_activated— Strain hardening fiber reinforced alkali-activated mortar – A feasibility study — nodes: 04_material_systems/green_ecc.md; 02_concepts/sustainability.md; 02_concepts/strain_hardening_criteria.md; 05_experiments/direct_tensile_test.md; 05_experiments/crack_width_distribution.md - 2015 —
choi_2015_rheological_and_mechanical_properties_of— Rheological and mechanical properties of fiber-reinforced alkali-activated composite — nodes: 02_concepts/processing_rheology.md; 04_material_systems/green_ecc.md; 02_concepts/strain_hardening_criteria.md; 02_concepts/interface_properties.md; 05_experiments/direct_tensile_test.md - 2016 —
choi_2016_composite_properties_of_high_strength_polyethylene— Composite properties of high-strength polyethylene fiber-reinforced cement and cementless composites — nodes: 04_material_systems/green_ecc.md; 02_concepts/strain_hardening_criteria.md; 02_concepts/fiber_bridging_law.md; 05_experiments/direct_tensile_test.md; 05_experiments/crack_width_distribution.md; 03_durability/transport_properties.md - 2017 —
lee_2017_effects_of_a_defoamer_on— Effects of a defoamer on the compressive strength and tensile behavior of alkali-activated slag-based cementless composite reinforced by polyethylene fiber — nodes: 04_material_systems/green_ecc.md; 02_concepts/processing_rheology.md; 02_concepts/interface_properties.md; 02_concepts/strain_hardening_criteria.md; 05_experiments/direct_tensile_test.md - 2018 —
kwon_2018_tensile_strain_hardening_behaviors_and_crack— Tensile strain-hardening behaviors and crack patterns of slag-based fiber-reinforced composites — nodes: 04_material_systems/green_ecc.md; 02_concepts/strain_hardening_criteria.md; 05_experiments/crack_width_distribution.md; 02_concepts/interface_properties.md; 05_experiments/direct_tensile_test.md - 2018 —
nguyen_2018_self_healing_properties_of_cement_based_and— Self-healing properties of cement-based and alkali-activated slag-based fiber-reinforced composites — nodes: 02_concepts/self_healing_mechanisms.md; 04_material_systems/green_ecc.md; 05_experiments/crack_width_distribution.md; 02_concepts/strain_hardening_criteria.md; 05_experiments/direct_tensile_test.md - 2019 —
choi_2019_effects_of_aging_on_the— Effects of Aging on the Tensile Properties of Polyethylene Fiber-Reinforced Alkali-Activated Slag-Based Composite — nodes: 04_material_systems/green_ecc.md; 02_concepts/strain_hardening_criteria.md; 05_experiments/crack_width_distribution.md; 02_concepts/interface_properties.md; 05_experiments/direct_tensile_test.md - 2019 —
choi_2019_strain_hardening_and_high_ductile_behavior_of— Strain-Hardening and High-Ductile Behavior of Alkali-Activated Slag-Based Composites with Added Zirconia Silica Fume — nodes: 04_material_systems/green_ecc.md; 04_material_systems/high_strength_ecc.md; 02_concepts/strain_hardening_criteria.md; 05_experiments/crack_width_distribution.md; 05_experiments/direct_tensile_test.md - 2019 —
nguyen_2019_effects_of_the_type_of— Effects of the type of activator on the self-healing ability of fiber-reinforced alkali-activated slag-based composites at an early age — nodes: 02_concepts/self_healing_mechanisms.md; 04_material_systems/green_ecc.md; 05_experiments/crack_width_distribution.md; 02_concepts/strain_hardening_criteria.md; 05_experiments/direct_tensile_test.md - 2019 —
nguyen_2019_mechanical_properties_and_self_healing_capacity— Mechanical properties and self-healing capacity of eco-friendly ultra-high ductile fiber-reinforced slag-based composites — nodes: 04_material_systems/green_ecc.md; 02_concepts/self_healing_mechanisms.md; 02_concepts/strain_hardening_criteria.md; 05_experiments/crack_width_distribution.md; 05_experiments/direct_tensile_test.md - 2020 —
choi_2020_mechanical_and_fiber_bridging_behavior_of— Mechanical and Fiber-Bridging Behavior of Slag-Based Composite with High Tensile Ductility — nodes: 02_concepts/strain_hardening_criteria.md; 02_concepts/interface_properties.md; 04_material_systems/green_ecc.md; 05_experiments/crack_width_distribution.md; 05_experiments/single_fiber_pullout.md; 05_experiments/direct_tensile_test.md - 2021 —
choi_2021_composite_properties_of_calcium_based_alkali_activated— Composite properties of calcium-based alkali-activated slag composites reinforced by different types of polyethylene fibers and micromechanical analysis — nodes: 02_concepts/interface_properties.md; 02_concepts/strain_hardening_criteria.md; 04_material_systems/green_ecc.md; 05_experiments/crack_width_distribution.md; 05_experiments/single_fiber_pullout.md; 05_experiments/direct_tensile_test.md - ... plus 14 additional publication(s) in
06_lab_position/by_lee_publication_mapping.csv.
fiber / interface / micromechanics
- 2009 —
lee_2009_quantitative_evaluation_technique_of_polyvinyl— Quantitative evaluation technique of Polyvinyl Alcohol (PVA) fiber dispersion in engineered cementitious composites — nodes: 02_concepts/fiber_dispersion.md; 02_concepts/processing_rheology.md; 02_concepts/fiber_bridging_law.md - 2010 —
lee_2010_micromechanics_based_fiber_bridging_analysis_of_strain_hardening— Micromechanics-Based Fiber-Bridging Analysis of Strain-Hardening Cementitious Composite Accounting for Fiber Distribution — nodes: 02_concepts/fiber_bridging_law.md; 02_concepts/strain_hardening_criteria.md; 02_concepts/interface_properties.md; 02_concepts/fiber_dispersion.md; 05_experiments/direct_tensile_test.md - 2010 —
lee_2010_prediction_of_ecc_tensile_stress_strain— Prediction of ECC tensile stress-strain curves based on modified fiber bridging relations considering fiber distribution characteristics — nodes: 02_concepts/fiber_bridging_law.md; 02_concepts/strain_hardening_criteria.md; 05_experiments/crack_width_distribution.md; 05_experiments/direct_tensile_test.md - 2015 —
choi_2015_bonding_properties_of_basalt_fiber— Bonding Properties of Basalt Fiber and Strength Reduction According to Fiber Orientation — nodes: 02_concepts/interface_properties.md; 02_concepts/fiber_bridging_law.md; 02_concepts/strain_hardening_criteria.md - 2016 —
kang_2016_control_of_tensile_behavior_of— Control of Tensile Behavior of Ultra-High Performance Concrete Through Artificial Flaws and Fiber Hybridization — nodes: 04_material_systems/high_strength_ecc.md; 02_concepts/strain_hardening_criteria.md; 02_concepts/fiber_hybridization.md; 05_experiments/crack_width_distribution.md; 05_experiments/direct_tensile_test.md - 2018 —
hyun_2018_composite_properties_and_micromechanical_analysis— Composite Properties and Micromechanical Analysis of Highly Ductile Cement Composite Incorporating Limestone Powder — nodes: 04_material_systems/green_ecc.md; 02_concepts/strain_hardening_criteria.md; 02_concepts/interface_properties.md; 02_concepts/fiber_bridging_law.md; 05_experiments/direct_tensile_test.md - 2023 —
li_2023_mechanism_of_pva_fiber_influence— Mechanism of PVA Fiber Influence in Foam Concrete: From Macroscopic to Microscopic View — nodes: 04_material_systems/lightweight_ecc.md; 02_concepts/fiber_dispersion.md; 02_concepts/flaw_design.md; 02_concepts/interface_properties.md
general ECC/SHCC contribution
- 2016 —
kang_2016_hybrid_effects_of_steel_fiber— Hybrid effects of steel fiber and microfiber on the tensile behavior of ultra-high performance concrete — nodes: 04_material_systems/high_strength_ecc.md; 02_concepts/fiber_hybridization.md; 02_concepts/strain_hardening_criteria.md; 05_experiments/direct_tensile_test.md
recycled / waste-derived material ECC
- 2022 —
choi_2022_highly_ductile_behavior_and_sustainability— Highly ductile behavior and sustainability of engineered cementitious composites reinforced by PE based selvage fibers — nodes: 04_material_systems/green_ecc.md; 02_concepts/strain_hardening_criteria.md; 05_experiments/crack_width_distribution.md; 05_experiments/direct_tensile_test.md - 2024 —
nguyen_2024_crack_healing_of_cost_effective_engineered_cementitious— Crack-healing of cost-effective engineered cementitious composites reinforced by recycled selvage fiber — nodes: 04_material_systems/green_ecc.md; 04_material_systems/self_healing_ecc.md; 02_concepts/strain_hardening_criteria.md; 05_experiments/direct_tensile_test.md - 2025 —
hwang_2025_from_textile_waste_to_high_performance— From textile waste to high-performance composites: investigating the role of selvage fibers in engineered cementitious composites — nodes: 05_experiments/single_fiber_pullout.md; 02_concepts/fiber_bridging_law.md; 02_concepts/strain_hardening_criteria.md; 04_material_systems/green_ecc.md - 2025 —
park_2025_length_effects_of_pe_based_selvage— Length effects of PE-based selvage fibers on fresh, fiber dispersion, and tensile properties of engineered cementitious composites — nodes: 02_concepts/fiber_dispersion.md; 05_experiments/crack_width_distribution.md; 04_material_systems/green_ecc.md; 05_experiments/direct_tensile_test.md
self-healing and crack recovery
- 2020 —
nguyen_2020_autogenous_healing_of_high_strength— Autogenous healing of high strength engineered cementitious composites (ECC) using calcium-containing binders — nodes: 02_concepts/self_healing_mechanisms.md; 04_material_systems/high_strength_ecc.md; 05_experiments/crack_width_distribution.md; 02_concepts/strain_hardening_criteria.md; 05_experiments/direct_tensile_test.md - 2022 —
park_2022_comparison_of_mechanical_and_crack_healing— Comparison of Mechanical and Crack-Healing Properties of PE-PVA Hybrid Fiber-Reinforced SHCCs in Natural and Underwater Conditions — nodes: 04_material_systems/self_healing_ecc.md; 04_material_systems/green_ecc.md; 05_experiments/crack_width_distribution.md; 05_experiments/direct_tensile_test.md - 2023 —
alemu_2023_on_crack_healing_in_fiber_reinforced— On crack healing in fiber-reinforced cementitious composites incorporating mineral-based healing agent and superabsorbent polymer: Evaluation using modified permeability test method — nodes: 04_material_systems/self_healing_ecc.md; 02_concepts/permeability.md; 04_material_systems/green_ecc.md; 05_experiments/crack_width_distribution.md; 05_experiments/direct_tensile_test.md - 2025 —
alemu_2025_effect_of_self_healing_of_cracks— Effect of self-healing of cracks in chloride ion diffusion and corrosion of engineered cementitious composites — nodes: 04_material_systems/self_healing_ecc.md; 02_concepts/transport_properties.md; 05_experiments/crack_width_distribution.md; 04_material_systems/green_ecc.md
structural / impact / repair application
- 2012 —
lee_2012_flexural_performance_and_fiber_distribution— Flexural performance and fiber distribution of an extruded DFRCC panel — nodes: 02_concepts/fiber_dispersion.md; 02_concepts/strain_hardening_criteria.md; 02_concepts/fiber_bridging_law.md; 02_concepts/processing_rheology.md - 2018 —
kim_2018_response_of_uhpfrc_and_hdfrc— Response of UHPFRC and HDFRC under static and high-velocity projectile impact loads — nodes: 04_material_systems/high_strength_ecc.md; 04_material_systems/green_ecc.md; 02_concepts/strain_hardening_criteria.md; 05_experiments/crack_width_distribution.md; 05_experiments/direct_tensile_test.md - 2022 —
choi_2022_resistance_of_hybrid_layered_composite— Resistance of hybrid layered composite panels composed of fiber-reinforced cementitious composites against high-velocity projectile impact — nodes: 04_material_systems/green_ecc.md; 04_material_systems/high_strength_ecc.md; 02_concepts/strain_hardening_criteria.md; 05_experiments/direct_tensile_test.md
4. Strategic positioning highlights
- 2012 — Strain hardening fiber reinforced alkali-activated mortar – A feasibility study: cementless / alkali-activated / geopolymer ECC; sustainability / cost / low-carbon positioning. Source:
00_sources/by_lee_lab_publications/source_notes/lee-2012-strain-hardening-fiber-reinforced-alkali-activated_source_note.md - 2018 — Self-healing properties of cement-based and alkali-activated slag-based fiber-reinforced composites: cementless / alkali-activated / geopolymer ECC; self-healing and crack recovery; sustainability / cost / low-carbon positioning. Source:
00_sources/by_lee_lab_publications/source_notes/nguyen-2018-self-healing-properties-of-cement-based-and_source_note.md - 2019 — Effects of the type of activator on the self-healing ability of fiber-reinforced alkali-activated slag-based composites at an early age: cementless / alkali-activated / geopolymer ECC; self-healing and crack recovery; sustainability / cost / low-carbon positioning. Source:
00_sources/by_lee_lab_publications/source_notes/nguyen-2019-effects-of-the-type-of_source_note.md - 2019 — Mechanical properties and self-healing capacity of eco-friendly ultra-high ductile fiber-reinforced slag-based composites: cementless / alkali-activated / geopolymer ECC; self-healing and crack recovery; extreme ductility and tensile strain-hardening; sustainability / cost / low-carbon positioning. Source:
00_sources/by_lee_lab_publications/source_notes/nguyen-2019-mechanical-properties-and-self-healing-capacity_source_note.md - 2020 — Autogenous healing of high strength engineered cementitious composites (ECC) using calcium-containing binders: self-healing and crack recovery. Source:
00_sources/by_lee_lab_publications/source_notes/nguyen-2020-autogenous-healing-of-high-strength_source_note.md - 2021 — Effects of fiber hybridization on mechanical properties and autogenous healing of alkali-activated slag-based composites: cementless / alkali-activated / geopolymer ECC; self-healing and crack recovery; fiber / interface / micromechanics; sustainability / cost / low-carbon positioning. Source:
00_sources/by_lee_lab_publications/source_notes/choi-2021-effects-of-fiber-hybridization-on_source_note.md - 2021 — Effects of crumb rubber particles on mechanical properties and sustainability of ultra-high-ductile slag-based composites: cementless / alkali-activated / geopolymer ECC; recycled / waste-derived material ECC; sustainability / cost / low-carbon positioning. Source:
00_sources/by_lee_lab_publications/source_notes/luong-2021-effects-of-crumb-rubber-particles_source_note.md - 2021 — Ultra-ductile behavior of fly ash-based engineered geopolymer composites with a tensile strain capacity up to 13.7%: cementless / alkali-activated / geopolymer ECC; extreme ductility and tensile strain-hardening; fiber / interface / micromechanics; sustainability / cost / low-carbon positioning. Source:
00_sources/by_lee_lab_publications/source_notes/nguyen-2021-ultra-ductile-behavior-of-fly-ash-based_source_note.md - 2022 — Self-healing of Portland and slag cement binder systems incorporating circulating fluidized bed combustion bottom ash: cementless / alkali-activated / geopolymer ECC; self-healing and crack recovery; sustainability / cost / low-carbon positioning. Source:
00_sources/by_lee_lab_publications/source_notes/alemu-2022-self-healing-of-portland-and-slag_source_note.md - 2022 — Highly ductile behavior and sustainability of engineered cementitious composites reinforced by PE based selvage fibers: recycled / waste-derived material ECC; sustainability / cost / low-carbon positioning. Source:
00_sources/by_lee_lab_publications/source_notes/choi-2022-highly-ductile-behavior-and-sustainability_source_note.md - 2022 — Comparison of Mechanical and Crack-Healing Properties of PE-PVA Hybrid Fiber-Reinforced SHCCs in Natural and Underwater Conditions: self-healing and crack recovery; fiber / interface / micromechanics; sustainability / cost / low-carbon positioning. Source:
00_sources/by_lee_lab_publications/source_notes/park-2022-comparison-of-mechanical-and-crack-healing_source_note.md - 2023 — On crack healing in fiber-reinforced cementitious composites incorporating mineral-based healing agent and superabsorbent polymer: Evaluation using modified permeability test method: self-healing and crack recovery; sustainability / cost / low-carbon positioning. Source:
00_sources/by_lee_lab_publications/source_notes/alemu-2023-on-crack-healing-in-fiber-reinforced_source_note.md - 2023 — Mechanical and autogenous healing properties of high-strength and ultra-ductility engineered geopolymer composites reinforced by PE-PVA hybrid fibers: cementless / alkali-activated / geopolymer ECC; self-healing and crack recovery; fiber / interface / micromechanics; sustainability / cost / low-carbon positioning. Source:
00_sources/by_lee_lab_publications/source_notes/nguyen-2023-mechanical-and-autogenous-healing-properties_source_note.md - 2023 — Micromechanical and mineralogy analyses on extremely ductile engineered geopolymer composites with different activator pretreatments: cementless / alkali-activated / geopolymer ECC; extreme ductility and tensile strain-hardening; sustainability / cost / low-carbon positioning. Source:
00_sources/by_lee_lab_publications/source_notes/nguyen-2023-micromechanical-and-mineralogy-analyses-on_source_note.md - 2023 — Optimization of fly ash-based polyethylene fiber-reinforced engineered cement-free composites with low-density and ultra-ductility using Taguchi robust design method: cementless / alkali-activated / geopolymer ECC; sustainability / cost / low-carbon positioning. Source:
00_sources/by_lee_lab_publications/source_notes/nguyen-2023-optimization-of-fly-ash-based-polyethylene_source_note.md - 2023 — Cementless ultra-ductile composites reinforced by polyethylene-based short selvedge fibers for sustainable and resilient infrastructure: cementless / alkali-activated / geopolymer ECC; recycled / waste-derived material ECC; extreme ductility and tensile strain-hardening; sustainability / cost / low-carbon positioning. Source:
00_sources/by_lee_lab_publications/source_notes/park-2023-cementless-ultra-ductile-composites-reinforced-by_source_note.md - 2024 — Crack-healing of cost-effective engineered cementitious composites reinforced by recycled selvage fiber: recycled / waste-derived material ECC; self-healing and crack recovery; sustainability / cost / low-carbon positioning. Source:
00_sources/by_lee_lab_publications/source_notes/nguyen-2024-crack-healing-of-cost-effective-engineered-cementitious_source_note.md - 2025 — Effect of self-healing of cracks in chloride ion diffusion and corrosion of engineered cementitious composites: self-healing and crack recovery; sustainability / cost / low-carbon positioning. Source:
00_sources/by_lee_lab_publications/source_notes/alemu-2025-effect-of-self-healing-of-cracks_source_note.md - 2025 — From textile waste to high-performance composites: investigating the role of selvage fibers in engineered cementitious composites: recycled / waste-derived material ECC; fiber / interface / micromechanics; sustainability / cost / low-carbon positioning. Source:
00_sources/by_lee_lab_publications/source_notes/hwang-2025-from-textile-waste-to-high-performance_source_note.md - 2025 — Length effects of PE-based selvage fibers on fresh, fiber dispersion, and tensile properties of engineered cementitious composites: recycled / waste-derived material ECC; sustainability / cost / low-carbon positioning. Source:
00_sources/by_lee_lab_publications/source_notes/park-2025-length-effects-of-pe-based-selvage_source_note.md
5. Global Atlas connections
| Lab research axis | Global Atlas nodes | Strategic claim |
|---|---|---|
| Cementless AAS / EGC | green_ecc, geopolymer_ecc, alkali_activated_binders, extreme_ductility_ecc |
The lab extends ECC micromechanics into cementless and low-carbon binders. |
| Recycled selvage fibers | green_ecc, circular_economy_materials, fiber_dispersion, direct_tensile_test |
The lab converts high-value textile waste into ductile structural composite reinforcement. |
| Self-healing | self_healing_ecc, self_healing_mechanisms, permeability, crack_width_distribution |
The lab links fiber bridging and controlled cracks to autogenous healing reliability. |
| Flaw-tailored low-density EGC | flaw_design, matrix_tailoring, matrix_fracture_toughness, single_fiber_pullout |
The lab treats defects as design variables to activate multiple cracking at lower fiber dosage or density. |
| Hybrid fibers and thermal performance | fiber_hybridization, interface_properties, elevated_temperature_testing |
The lab combines ductile PE with thermally stable or hydrophilic fibers to balance ductility and residual performance. |
6. Evidence files
- Source index:
00_sources/by_lee_lab_publications/metadata/by_lee_lab_publications_source_index.csv - Publication mapping:
06_lab_position/by_lee_publication_mapping.csv - Claim-evidence matrix:
07_visualization/by_lee_lab_publications_claim_evidence_matrix.csv - Lab-to-Atlas edges:
07_visualization/by_lee_lab_position_edges.csv - Paper cards:
03_papers/by_lee_lab_publications/
7. Next work
- Add original PDFs when available and mark
original_pdf_status = available. - Convert this map into individual positioning cards for AAS/EGC, recycled selvage fiber, self-healing, and low-fiber/flaw-tailored EGC.
- Build
07_visualization/lab_to_global_lineage_map.mdfromby_lee_lab_position_edges.csv. - Use the resulting positioning to draft manuscript introduction/discussion and proposal background sections.