Evidence map›Paper›PMID 42355140›Full record

ArticleMaterials (Basel, Switzerland)2026

Freeze-Thaw Durability and Anisotropic Damage Evolution of 3D-Printed River-Sediment Engineered Cementitious Composites: Effects of Interlayer Interface Defects.

Lu Yin, Minjie Lv, Nan Ma, Fang Yuan, Jiajia Zhou, Chengfang Yuan

Abstract read
In one paragraph

Article in Materials (Basel, Switzerland), 2026. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

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0citing papers in PubMed
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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

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3 · Its place in the literature

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0 citing papers in PubMed.

No citing paper in PubMed yet.

4 · The record

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5 · Who and what money

Authors and funding

6 authors.

Lu YinSchool of Civil Engineering, Zhengzhou University, Zhengzhou 450001, China.
Minjie LvSchool of Civil Engineering, Zhengzhou University, Zhengzhou 450001, China.ORCID 0009-0007-4542-3161
Nan MaHenan Investment Group Co., Ltd., Zhengzhou 450003, China.
Fang YuanCollege of Civil and Transportation Engineering, Shenzhen University, Shenzhen 518060, China.
Jiajia ZhouSchool of Civil Engineering, Zhengzhou University, Zhengzhou 450001, China.
Chengfang YuanSchool of Civil Engineering, Zhengzhou University, Zhengzhou 450001, China.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

Freeze-thaw durability of 3D-printed engineered cementitious composites (3DP-ECC) is strongly affected by print-induced interlayer defects and anisotropy, particularly in cold regions. This study investigated Cast-ECC and Z-direction 3DP-ECC incorporating Yellow River sediment (YRS) as an equal-mass replacement for quartz sand at 0-100%. Compressive, three-point bending, and four-point bending tests, relative dynamic elastic modulus (RDME), XCT, MIP, SEM-EDS, and Weibull damage modeling were used to evaluate degradation up to 150 freshwater freeze-thaw cycles. Moderate YRS replacement (25-50%) improved particle packing, reduced visible defects, and refined the pore structure, thereby enhancing frost resistance. The R50 mixture showed the best residual performance: after 150 cycles, compressive strength decreased from 55 to 46 MPa in Cast-ECC and from 54 to 44 MPa in 3DP-ECC, corresponding to retention rates of 83.6% and 81.5%, respectively. The residual peak load in four-point bending of 3DP-ECC-R50 was 15.4% lower than that of Cast-ECC-R50, confirming the detrimental role of interlayer defects under loading perpendicular to the layers. RDME-based Weibull fitting described the overall damage evolution (R

Indexed as

3D-printed engineered cementitious compositesanisotropic damage evolutionfreeze–thaw durabilityinterlayer interface defectsrelative dynamic elastic modulusWeibull damage modelYellow River sediment

Identifiers

PMID42355140
PMCPMC13302871

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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.