砂の後の周期的行動に対する以前の周期的負荷の歴史の影響
1Gansu Province Transportation Planning Survey & Design Institute Co., Ltd, Lanzhou City, China.
PloS one
|August 28, 2025
まとめ
繰り返される交通量の Sand の反応は,その過去に依存します. 過去のストレスは砂の変形に大きく影響し,複雑な負荷条件下でのインフラストラクチャの回復力や設計に影響します.
科学分野:
- 地理工学
- 土壌の力学
- 材料科学
背景:
- 砂のような地下層の物質は ダイナミックで周期的な交通負荷にさらされます
- 砂の長期的変形を理解することは,インフラストラクチャの安定性にとって極めて重要です.
研究 の 目的:
- 砂の周期的変形特性に対する以前の負荷の歴史の影響を調査する.
- 砂の記憶に依存する周期的行動の予測モデルを開発する.
主な方法:
- 多段階の排水サイクル三軸試験は,砂の標本で実施された.
- 2段階の負荷プロトコルは,第2段階では様々なストレスの幅度で採用されました.
主要な成果:
- 砂の変形パターンを決定する.
- 第二段階のストレスの幅が増加すると,ストレスの蓄積が再活性化されます.
- ヒステリシスループの再開は,累積的なプラスチック張力と以前の変形値と関連しています.
結論:
- 新しい変形モデルは,ストレスの蓄積率と同等のサイクル数を用いて,ストレスの歴史効果を定量的に予測します.
- この発見は 砂の周期的行動の 機械的理解を進めるものです
- この研究は,多段階の交通量下でのインフラ設計のための実用的なツールを提供します.
さらに関連する動画
09:00Visualization of Failure and the Associated Grain-Scale Mechanical Behavior of Granular Soils under Shear using Synchrotron X-Ray Micro-Tomography
Published on: September 29, 2019
13.5K
05:04A Non-Invasive Method for Generating the Cyclic Loading-Induced Intra-Articular Cartilage Lesion Model of the Rat Knee
Published on: July 5, 2021
2.2K
関連する概念動画
Fatigue
237
Fatigue occurs when materials rupture under repeated or fluctuating loads, even at stress levels far below their static breaking strength. It typically results in brittle failure, even for ductile materials. It is a critical consideration in designing machines and structural components subjected to repetitive or varying loads. The nature of these loadings can range from fluctuating loads like unbalanced pump impellers causing vibrations to repeatedly bending a thin steel rod wire back and forth...
237
Creep in Concrete
449
Creep refers to the time-dependent increase in strain under a sustained load, excluding other time-dependent deformations associated with shrinkage, swelling, and thermal expansion in concrete. The primary mechanism behind creep involves the loss of physically adsorbed water from the calcium silicate hydrate within the hydrated cement paste. This process is further exacerbated by concrete's non-linear stress-strain relationship, microcrack development in the interfacial transition zone, and...
449
Plastic Behavior
261
A material's elastic behavior is characterized by the disappearance of stress once the load is removed, allowing the material to return to its original state. However, when stress surpasses the yield point, yielding commences, marking the onset of plastic deformation or permanent set. This change from elastic to plastic behavior is influenced by the peak stress value and the duration before the load is removed. An intriguing observation occurs when a specimen is loaded, unloaded, and...
261
Fatigue Strength of Concrete
284
Fatigue, in the context of materials science and engineering, refers to the weakening or failure of a material caused by repeatedly applied loads, even if these loads are below the strength limit of the material. Fatigue strength in concrete is a critical property that influences its durability and longevity. Concrete can fail in two ways due to fatigue. Static fatigue or creep rupture occurs under a constant load or one that increases slowly. The other failure mode is due to cyclical or...
284
Impact Loading
280
Impact loading occurs when a moving object collides with a stationary structure, such as a rod with a uniform cross-sectional area fixed at one end. Under these conditions, the rod absorbs the kinetic energy from the striking object, leading to deformation and subsequent stress development. As the rod returns to its original position and reaches maximum stress, the absorbed energy, initially manifested as kinetic energy, transforms entirely into strain energy.
In cases of elastic deformation,...
In cases of elastic deformation,...
280
Residual Stresses in Bending
250
In the study of elastoplastic members subjected to bending moments, understanding the loading and unloading phases is crucial for assessing material behavior and structural integrity. During the loading phase, as the bending moment increases, the material initially responds elastically, adhering to Hooke's Law, where stress is directly proportional to strain. When the load exceeds the yield strength, plastic deformation occurs, resulting in permanent strain and deformation that remains even...
250
