Dynamic Tensile Strength of Concrete: A Review of Mechanisms, Test Results, and Applications for Dam Safety.

Anderssen Barbosa Dos Santos, Pedro Alexandre Conde Bandini, Rocio Lilen Segura, Patrick Paultre

Abstract readReview

In one paragraph

Review 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

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

1 citing paper in PubMed.

Study on the Mechanical Properties and Mesoscopic Damage Mechanisms of GGBFS-Modified Recycled Aggregate Concrete Based on Statistical Damage Theory.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

4 authors.

Anderssen Barbosa Dos SantosDepartment of Civil Engineering and Building Engineering, University of Sherbrooke, 2500 Boulevard de l'Université, Sherbrooke, QC J1K 2R1, Canada.ORCID 0000-0002-6359-4227

Pedro Alexandre Conde BandiniDepartment of Civil Engineering and Building Engineering, University of Sherbrooke, 2500 Boulevard de l'Université, Sherbrooke, QC J1K 2R1, Canada.ORCID 0000-0002-1043-5062

Rocio Lilen SeguraDepartment of Civil, Geological and Mining Engineering, Polytechnique Montréal, 2500 Chemin de Polytechnique, Montréal, QC H3T 0A3, Canada.ORCID 0000-0003-4463-7735

Patrick PaultreDepartment of Civil Engineering and Building Engineering, University of Sherbrooke, 2500 Boulevard de l'Université, Sherbrooke, QC J1K 2R1, Canada.ORCID 0000-0001-8111-8614

Funding

Fonds de Recherche du Québec - Nature et Technologies 265578Mitacs FR36253Natural Sciences and Engineering Research Council of Canada 4810

6 · The paper itself

Abstract

This paper provides a comprehensive review of the dynamic tensile behavior of concrete, focusing on its implications for seismic-resistant and impact-prone structures such as dams. The present work distinguishes itself in the following ways: providing the first comprehensive synthesis explicitly focused on large-aggregate dam concrete behavior across the seismic strain rate range (10-4 to 10-2 s

Indexed as

crack propagationcyclic loaddam guidelinesdynamic tensile strengthfree water effectinertia effectlarge aggregatemesoscopic modelingpreloading effectstrain rate effect

Identifiers

PMID41470441

DOI10.3390/ma18245669

PMCPMC12735094

What OpenQuestion holds

Textmetadata

LicenceCC BY

Read underepoch 390

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.