Evidence map›Paper›PMID 42654696›Full record

ArticleMaterials (Basel, Switzerland)2026

Strength of Wooden Truss Connections with Nail Plates Under Cyclic Humidity Changes.

Marek Wieruszewski, Adam Czerwiński, Agnieszka Katarzyna Wdowiak-Postulak, Maciej Jarzębski, Adrian Trociński

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.

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

5 authors.

Marek WieruszewskiDepartment of Mechanical Wood Technology, Poznań University of Life Sciences, 60-637 Poznań, Poland.ORCID 0000-0002-4867-195X
Adam CzerwińskiDepartment of Mechanical Wood Technology, Poznań University of Life Sciences, 60-637 Poznań, Poland.
Agnieszka Katarzyna Wdowiak-PostulakDepartment of Materials Strength and Structural Diagnostics, Kielce University of Technology, 25-314 Kielce, Poland.ORCID 0000-0003-0022-8534
Maciej JarzębskiDepartment of Physics and Biophysics, Faculty of Food Science and Nutrition, Poznań University of Life Sciences, Wojska Polskiego 38/42, 60-637 Poznań, Poland.ORCID 0000-0001-9832-9274
Adrian TrocińskiDepartment of Mechanical Wood Technology, Poznań University of Life Sciences, 60-637 Poznań, Poland.ORCID 0000-0002-9731-6081

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

Metal-plate-connected (MPC) joints govern the stiffness and load-bearing performance of many prefabricated timber roof trusses, yet their response to repeated moisture changes remains critical for serviceability and durability. This study evaluated five continuous C24 Norway spruce reference specimens and fifteen specimens joined with GNA20-MIT nail plates using sequential four-point-bending stiffness measurements and wetting-drying conditioning. Test I was used as the initial stiffness stage, whereas Tests II and III followed successive 24 h water-immersion and 6-day natural-drying intervals; the specimens were subsequently tested to failure. The mean apparent modulus of elasticity of the MPC specimens decreased from 1.39 to 1.22 GPa (approximately 12%), but a Friedman repeated-measures test did not show a statistically significant stage effect (χ

Indexed as

apparent joint stiffnessbending strengthmetal-plate-connected jointsmoisture cyclingroof trussestimber connections

Identifiers

PMID42654696
PMCPMC13514432

What OpenQuestion holds

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Registered trials

None linked

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.