Please use this identifier to cite or link to this item:
http://hdl.handle.net/10397/117930
| DC Field | Value | Language |
|---|---|---|
| dc.contributor | Department of Civil and Environmental Engineering | en_US |
| dc.contributor | Research Centre for Resources Engineering towards Carbon Neutrality | en_US |
| dc.creator | Chen, X | en_US |
| dc.creator | Ji, W | en_US |
| dc.creator | Zhang, C | en_US |
| dc.creator | Lu, JX | en_US |
| dc.creator | Poon, CS | en_US |
| dc.date.accessioned | 2026-03-06T03:13:24Z | - |
| dc.date.available | 2026-03-06T03:13:24Z | - |
| dc.identifier.issn | 0958-9465 | en_US |
| dc.identifier.uri | http://hdl.handle.net/10397/117930 | - |
| dc.language.iso | en | en_US |
| dc.publisher | Elsevier Ltd | en_US |
| dc.subject | Carbon nanotube | en_US |
| dc.subject | Core-shell lightweight aggregate | en_US |
| dc.subject | Failure mechanism | en_US |
| dc.subject | Finite element method | en_US |
| dc.subject | High modulus | en_US |
| dc.title | Development of core-shell lightweight aggregate with carbon nanotube towards high elastic modulus : experiment and modeling | en_US |
| dc.type | Journal/Magazine Article | en_US |
| dc.identifier.volume | 167 | en_US |
| dc.identifier.doi | 10.1016/j.cemconcomp.2026.106469 | en_US |
| dcterms.abstract | The low strength and elastic modulus of lightweight aggregate (LWA) are the main factors restricting the development of lightweight concrete (LWC). To address this issue, a core-shell lightweight structure comprising a lightweight core and a strong shell toughened by carbon nanotubes (CNTs) was designed to fabricate high-strength LWA. Incorporating 0.3 % CNTs resulted in a remarkable reduction in LWA porosity by over 97 %, while the elastic modulus of LWC was enhanced by 31.7 %. Experiments and simulations were employed to elucidate the role of CNTs in toughening the hydrated cementitious shell from hydration to cracking. Through TEM, SEM, X-CT, and nanoindentation, it was demonstrated that CNTs played a limited role in nucleation and marginally accelerated the hydration process. The shell and the adjacent interfacial transition zone were enhanced mainly because CNTs significantly rendered a tighter packing of hydration products and optimized the interconnected pores in sphericity and volume. Simulation results revealed that achieving a high modulus hinged on establishing a multi-layer synergy between the shell and the matrix, which was accomplished by forming an evenly distributed dense CNT-cement composite to mitigate stress concentration. This work harnesses the potential of CNTs to refine the unique pore distribution of LWA and optimize the stress distribution pattern of the core-shell structure within the matrix, which would facilitate the realization of LWC applications with high strength and modulus. | en_US |
| dcterms.accessRights | embargoed access | en_US |
| dcterms.bibliographicCitation | Cement and concrete composites, Mar. 2026, v. 167, 106469 | en_US |
| dcterms.isPartOf | Cement and concrete composites | en_US |
| dcterms.issued | 2026-03 | - |
| dc.identifier.scopus | 2-s2.0-105026653503 | - |
| dc.identifier.eissn | 1873-393X | en_US |
| dc.identifier.artn | 106469 | en_US |
| dc.description.validate | 202603 bchy | en_US |
| dc.description.oa | Not applicable | en_US |
| dc.identifier.SubFormID | G001085/2026-02 | - |
| dc.description.fundingSource | Others | en_US |
| dc.description.fundingText | This study was financially supported by Collaborative Research with the World Leading Research Groups Fund (SAC3), the National Natural Science Foundation of China ( 52308275 ), and the Hong Kong Innovation and Technology Fund ( ZM3H, BBY3, ZS1H ). Thanks also to Prof. Chaoming Pang and Dr. Guang Yang for their assistance with experimental design and FEM simulation. | en_US |
| dc.description.pubStatus | Published | en_US |
| dc.date.embargo | 2028-03-31 | en_US |
| dc.description.oaCategory | Green (AAM) | en_US |
| Appears in Collections: | Journal/Magazine Article | |
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