Bond Behavior and Critical Anchorage Length Prediction of Novel Negative Poisson's Ratio Bars Embedded in Ultra-High-Performance Concrete.

Zhao Xu, Chang-Ze Xu, Xian-Liang Rong, Jun-Yan Wang, Xue-Yuan Ma

Abstract read

In one paragraph

Article in Materials (Basel, Switzerland), 2025. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 1 paper.

0numbers the graph read from it

0cells of the map it votes in

1citing 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

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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

1 citing paper in PubMed.

Experimental Study on Bond Performance Between Negative Poisson's Ratio of Bars/Steel Strands and Concrete.Materials (Basel, Switzerland) · 2026
Article

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

5 authors.

Zhao XuCollege of Civil Engineering, Tongji University, Shanghai 200092, China.

Chang-Ze XuShandong Provincial Communications Planning and Design Institute Group Co., Ltd., Jinan 250101, China.

Xian-Liang RongCollege of Civil Engineering, Tongji University, Shanghai 200092, China.

Jun-Yan WangSchool of Materials Science and Engineering, Tongji University, Shanghai 201804, China.

Xue-Yuan MaShandong Provincial Communications Planning and Design Institute Group Co., Ltd., Jinan 250101, China.

Funding

National Natural Science Foundation of China 52278271Transportation Science and Technology Project of Shandong Province 2022B73

6 · The paper itself

Abstract

Negative Poisson's ratio (NPR) reinforcement offers a novel solution to the usual trade-off between strength gains and ductility loss. Incorporating NPR into ultra-high-performance concrete (UHPC) effectively overcomes the ductility limitations of structural elements. However, the interfacial bonding between NPR reinforcement and UHPC is not sufficiently studied, especially its patterns and mechanisms, impeding the application of the materials. In this paper, the effects of nine design parameters (rebar type, prestrain, etc.) on the bond performance of NPR-UHPC through eccentric pull-out tests are investigated, and a quantitative discriminative indicator

Indexed as

bond behaviorbond failure modecritical anchorage lengtheccentric pull-out testsnegative Poisson’s ratio rebarultra-high-performance concrete

Identifiers

PMID40649670

DOI10.3390/ma18133182

PMCPMC12250885

What OpenQuestion holds

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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.