Evidence map›Paper›PMID 41957880›Full record

ArticleAdvanced materials (Deerfield Beach, Fla.)2026

Tough, Ductile, and Strong Hard-Soft Cementitious Composite Enabled by Multi-Material Additive Manufacturing.

Aimane Najmeddine, Shashank Gupta, William Makinen, Zayvinn Lin, Krystal Delnoce, Reza Moini

Abstract read
In one paragraph

Article in Advanced materials (Deerfield Beach, Fla.), 2026. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

0numbers the graph read from it
0cells of the map it votes in
0citing papers in PubMed
–field-weighted citation impact
1 · What the graph read from it

What it found

Each row is one number read from the abstract, on the scale the paper reported it, with its interval. Left of the dashed line favours the treatment, right favours the comparator. Under each row is the sentence it came from. New to these charts? A ten-minute tutorial.

The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

The trial behind it

Trials whose registry record cites this paper, or whose number appears in the abstract. A trial that started after this paper was published is citing it as background, not reporting it.

Neither the registry nor the abstract names a trial number. If this is a trial report, that itself is worth knowing.

3 · Its place in the literature

Who cites it

0 citing papers in PubMed.

No citing paper in PubMed yet.

4 · The record

Corrections and comments

PubMed lists nothing against this paper. Absence here is not a guarantee, only a check that was made.

5 · Who and what money

Authors and funding

6 authors.

Aimane NajmeddineDepartment of Civil and Environmental Engineering, Princeton University, NJ, USA.ORCID https://orcid.org/0000-0002-3438-0449
Shashank GuptaDepartment of Civil and Environmental Engineering, Princeton University, NJ, USA.
William MakinenDepartment of Civil and Environmental Engineering, Princeton University, NJ, USA.
Zayvinn LinDepartment of Civil and Environmental Engineering, Princeton University, NJ, USA.
Krystal DelnoceDepartment of Civil and Environmental Engineering, Princeton University, NJ, USA.
Reza MoiniDepartment of Civil and Environmental Engineering, Princeton University, NJ, USA.ORCID https://orcid.org/0000-0003-3117-6212

Funding

Directorate for Engineering 2238992National Science Foundation 2238992Schmidt Family Foundation
6 · The paper itself

Abstract

Monolithic cementitious materials lack fracture resistance and are brittle. Advancements in additive manufacturing techniques with cement-based materials and architected designs have remained limited to the use of a single (cement-based) constituent. This work charts a new pathway for manufacturing and designing tough, ductile, and strong architected cement-based composites by proposing a novel multi-material additive manufacturing (MMAM) technique for the first time, integrated with a coupled experimental-numerical design approach. The new class of architected cementitious composites (ACC) of mortars and elastomeric constituents (silicone and polyurethane) are exemplified, through a layered hard-soft architected design, inspired by the microstructure of a sea sponge (glass sponge Euplectella aspergillum). The MMAM technique alternates extrusion of hard-soft composites, enabling systematic control over the geometry and constituents of resulting architected structures. The results demonstrate layered mortar-silicone composites achieved up to 3.9- and 8.8-fold enhancements in fracture toughness and up to 11.7- and 12.4-fold enhancements in ductility relative to monolithic 3D-printed (3DP) and cast mortars, respectively. A coupled large-deformation phase-field-cohesive-zone (PF-CZM) framework was used to systematically probe soft-layer thickness and bulk soft-material properties. Simulations revealed that combining higher-stiffness soft layers with reduced thickness can yield up to a 24-fold increase in work-of-fracture while recovering the load-bearing capacity of monolithic mortar. Guided by numerical predictions, experiments on thin, stiffer polyurethane interlayers validated the numerical predictions and provided additional experimental evidence that the proposed (mortar-polyurethane) composites achieve 82- and 187-fold higher fracture toughness, and 22.6-fold higher ductility, relative to 3DP and cast monolithic references while recovering the flexural strength to levels statistically comparable to monolithic mortar. These large gains arise from three synergistic mechanisms: crack arrest/deflection, crack bridging, and discontinuous layerwise crack re-nucleation, activated by the layered hard-soft architecture and supported by DIC/AE fracture analyses). The proposed MMAM-enabled fabrication-design-mechanics approach in ACC can unleash entirely new pathways for engineering next-generation damage-resilient and multi-functional concrete structures.

Indexed as

finite‐elementfracture toughnessmulti‐material additive manufacturingphase‐field and cohesive‐zone model frameworktough hard‐soft architected cementitious composites

Identifiers

PMID41957880
PMCPMC13471887

What OpenQuestion holds

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Registered trials

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Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.