Evidence map›Paper›PMID 40430718›Full record

ArticlePolymers2025

Multi-Objective Toughness Optimization of Epoxy Resin for Steel Bridge Deck Pavement Based on Crosslink Density Regulation.

Yixin Zhou, Gang Xu, Yulou Fan, Yuxiang Li, Xianhua Chen, Jun Yang, Wei Huang

Abstract read
In one paragraph

Article in Polymers, 2025. 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
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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

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

7 authors.

Yixin ZhouSchool of Transportation, Southeast University, Nanjing 210096, China.
Gang XuSchool of Transportation, Southeast University, Nanjing 210096, China.
Yulou FanSchool of Transportation, Southeast University, Nanjing 210096, China.ORCID 0000-0002-6457-1764
Yuxiang LiSchool of Transportation, Southeast University, Nanjing 210096, China.
Xianhua ChenSchool of Transportation, Southeast University, Nanjing 210096, China.ORCID 0000-0001-8395-5002
Jun YangSchool of Transportation, Southeast University, Nanjing 210096, China.
Wei HuangIntelligent Transportation System Research Center, Southeast University, Nanjing 210096, China.

Funding

National Natural Science Foundation of China 52378444Postgraduate Research & Practice Innovation Program of Jiangsu Province SJCX23_0083SEU Innovation Capability Enhancement Plan for Doctoral Student CXJH_SEU 24181
6 · The paper itself

Abstract

Epoxy resins (ERs) are esteemed for their mechanical robustness and adhesive qualities, particularly in steel bridge deck applications. Nonetheless, their intrinsic brittleness limits broader utility. This study addresses this limitation by modulating ER crosslink density through adjustments in curing agent concentration, incorporation of hyperbranched polymers (HBPs), and optimization of curing conditions. Employing a multi-objective optimization strategy, this research aims to enhance toughness while minimizing strength degradation. Non-isothermal curing kinetics, realized using the differential scanning calorimetry (DSC) method, attenuated total reflection Fourier transform infrared spectroscopy (ATR-FTIR), tensile testing, and thermogravimetric analysis (TGA), were employed to investigate the effects of curing agent and HBP content on the curing reaction, mechanical properties, and thermal stability, respectively. Response surface methodology facilitated comprehensive optimization. Findings indicate that both curing agent and HBP contents significantly influence curing dynamics and mechanical performance. Curing agent content below 40% or above 50% can induce side reactions, adversely affecting properties. While a curing agent content exceeding 45% or an HBP content exceeding 5% improves the toughness of ER, these increases concurrently reduce mechanical strength and thermal stability. The study identifies an optimal formulation comprising 45.21% curing agent, a curing temperature of 60.45 °C, and 5.77% HBP content.

Indexed as

curing kineticsepoxy resinresponse surface methodologysteel bridge deck pavementtoughness optimization

Identifiers

PMID40430718
PMCPMC12114618

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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.