Barley Stem Bending Resistance Declines During Maturation, Then Peaks in Ripe, Dry Plants

Barley lodging-specifically stem lodging-occurs when the bending moments from wind and ear weight exceed the culm's load-bearing capacity. Lodging risk decreases as plant height decreases and culm strength increases. Geometry (stem diameter, culm wall thickness) and material strength determine culm bending strength. By studying changes in stem mechanical properties (at three positions along the culm) in two genotypes (grown in a greenhouse), we found that culm strength (assessed with a three-point bending test) slightly diminished through ripening owing to a decline in both area moment of inertia (i.e., strength due to geometry alone) and apparent material strength, presumably due to turgor loss. When the stem segments collected from fully ripe plants were dried to a moisture content typical of harvest maturity, however, strength rose to a maximum. Thus, minimum stem bending resistance occurs during a window in which plants are fully ripe but have not yet reached harvest-dry moisture content. Hence, in the absence of rain-which would severely reduce the mechanical strength of dry, ripe plants-the physiological risk of stem lodging is highest when the crop is fully ripe but not yet harvest-dry. However, the actual lodging risk increases as harvest approaches, because summer storms are frequent at this time of year and dry straw loses rigidity when wetted.

Authors

Institutions

Publication Details

Journal
Plants
Published
2026-04-17
DOI
https://doi.org/10.3390/plants15081234
Primary Topic
Crop Yield and Soil Fertility
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Barley Stem Bending Resistance Declines During Maturation, Then Peaks in Ripe, Dry Plants

Alberto Gianinetti, Marina Baronchelli
Plants
Crop Yield and Soil Fertility
article

Barley Stem Bending Resistance Declines During Maturation, Then Peaks in Ripe, Dry Plants

Alberto Gianinetti, Marina Baronchelli
article en

Abstract

Barley lodging-specifically stem lodging-occurs when the bending moments from wind and ear weight exceed the culm's load-bearing capacity. Lodging risk decreases as plant height decreases and culm strength increases. Geometry (stem diameter, culm wall thickness) and material strength determine culm bending strength. By studying changes in stem mechanical properties (at three positions along the culm) in two genotypes (grown in a greenhouse), we found that culm strength (assessed with a three-point bending test) slightly diminished through ripening owing to a decline in both area moment of inertia (i.e., strength due to geometry alone) and apparent material strength, presumably due to turgor loss. When the stem segments collected from fully ripe plants were dried to a moisture content typical of harvest maturity, however, strength rose to a maximum. Thus, minimum stem bending resistance occurs during a window in which plants are fully ripe but have not yet reached harvest-dry moisture content. Hence, in the absence of rain-which would severely reduce the mechanical strength of dry, ripe plants-the physiological risk of stem lodging is highest when the crop is fully ripe but not yet harvest-dry. However, the actual lodging risk increases as harvest approaches, because summer storms are frequent at this time of year and dry straw loses rigidity when wetted.

PlantsVol. 15(8)
Consiglio per la ricerca in agricoltura e l’analisi dell’economia agraria (IT)
Openalex Percentile: Top 20%
Crop Yield and Soil Fertility
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.