Improvement of an accumulation model for high cyclic loading

高循环载荷累积模型的改进

基本信息

项目摘要

The high-cycle accumulation model of the proponents can be used in order to predict the permanent deformations of foundations subjected to a high-cyclic loading. Examples for a practical application are the long-term deformations of offshore wind power plants, which are loaded by wind and waves, or the non-uniform residual settlements of high-speed railway tracks. The research work done so far on this field has demonstrated the need for further research. The first phase of this project was primarily dedicated to the development of a simplified calibration procedure for the material constants of the model, considering the grain size distribution curve including fines content, shell lime content and grain shape. In the second phase, the influence of inherent fabric (specimen preparation method) on the various components of the accumulation model will be studied. Furthermore, a high-cyclic loading is often multi-dimensional, which leads to an acceleration of the accumulation. This is considered by a new theory including such effects for the strain amplitude. However, this theory still has to be experimentally validated. The multiplicativity of the influencing factors as proposed in the high-cycle model has also still to be proven. Furthermore, the recently detected (partial or full) elimination of the memory of the soil due to cyclic preloading history caused by monotonic deformations has to be studied in more detail.
提出的高周累积模型可以用来预测高周荷载作用下地基的永久变形。实际应用的例子有海上风电场在风浪作用下的长期变形,或高速铁路轨道的不均匀残余沉降。到目前为止,在这一领域所做的研究工作证明了进一步研究的必要性。该项目的第一阶段主要致力于开发一种简化的模型材料常数校准程序,考虑包括细粉含量、壳层石灰含量和颗粒形状在内的粒度分布曲线。在第二阶段,将研究固有组构(样品制备方法)对累积模型各分量的影响。此外,高周反复荷载往往是多维的,这导致了堆积的加速。一种新的理论考虑了这一点,该理论考虑了应变幅值的这种影响。然而,这一理论仍需实验验证。高周期模型中提出的影响因素的多重性也有待证明。此外,由于单调变形引起的循环预加载历史,最近检测到的(部分或全部)土体记忆消除必须进行更详细的研究。

项目成果

期刊论文数量(12)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
On the influence of grain shape on the cumulative deformations in sand under drained high-cyclic loading
  • DOI:
    10.1016/j.sandf.2018.11.001
  • 发表时间:
    2019-02
  • 期刊:
  • 影响因子:
    3.7
  • 作者:
    T. Wichtmann;T. Triantafyllidis;L. Späth
  • 通讯作者:
    T. Wichtmann;T. Triantafyllidis;L. Späth
An experimental database for the development, calibration and verification of constitutive models for sand with focus to cyclic loading: part I—tests with monotonic loading and stress cycles
  • DOI:
    10.1007/s11440-015-0402-z
  • 发表时间:
    2016-08
  • 期刊:
  • 影响因子:
    5.7
  • 作者:
    T. Wichtmann;T. Triantafyllidis
  • 通讯作者:
    T. Wichtmann;T. Triantafyllidis
On the influence of the sample preparation method on strain accumulation in sand under high-cyclic loading
  • DOI:
    10.1016/j.soildyn.2019.106028
  • 发表时间:
    2020-04
  • 期刊:
  • 影响因子:
    4
  • 作者:
    T. Wichtmann;K. Steller;T. Triantafyllidis
  • 通讯作者:
    T. Wichtmann;K. Steller;T. Triantafyllidis
On the “elastic stiffness” in a high-cycle accumulation model — continued investigations
关于高循环累积模型中的“弹性刚度”——继续研究
  • DOI:
    10.1139/cgj-2013-0037
  • 发表时间:
    2013
  • 期刊:
  • 影响因子:
    3.6
  • 作者:
    Wichtmann;Niemunis;Triantafyllidis
  • 通讯作者:
    Triantafyllidis
Mehrdimensionale hochzyklische Beanspruchungen im Experiment und im Finite‐Elemente‐Modell
  • DOI:
    10.1002/bate.202100032
  • 发表时间:
    2021-08
  • 期刊:
  • 影响因子:
    0.7
  • 作者:
    Lukas Knittel;T. Triantafyllidis
  • 通讯作者:
    Lukas Knittel;T. Triantafyllidis
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Professor Dr.-Ing. Theodoros Triantafyllidis其他文献

Professor Dr.-Ing. Theodoros Triantafyllidis的其他文献

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{{ truncateString('Professor Dr.-Ing. Theodoros Triantafyllidis', 18)}}的其他基金

Buildup of anamnesis and swept out of memory under coupling of monotonic and cyclic loading
在单调和循环加载的耦合下建立回忆并清除内存
  • 批准号:
    396461881
  • 财政年份:
    2018
  • 资助金额:
    --
  • 项目类别:
    Research Grants
Viscous ISA Modell for clays under cyclic and monotonic loading
循环单调荷载下粘土的粘性 ISA 模型
  • 批准号:
    324517837
  • 财政年份:
    2016
  • 资助金额:
    --
  • 项目类别:
    Research Grants
Developement and Implementation of a hydro-mechanical model for unsaturated sands
非饱和砂水力模型的开发和实施
  • 批准号:
    251282961
  • 财政年份:
    2015
  • 资助金额:
    --
  • 项目类别:
    Research Grants
Modelling of the induced and inherent anisotropy of sand
沙子诱发和固有各向异性的建模
  • 批准号:
    244922809
  • 财政年份:
    2014
  • 资助金额:
    --
  • 项目类别:
    Research Grants
Modellierung der dynamischen Vorgänge in gesättigtem Boden infolge einer explosionsartigen Belastung
对爆炸载荷导致的饱和土壤中的动态过程进行建模
  • 批准号:
    204484684
  • 财政年份:
    2011
  • 资助金额:
    --
  • 项目类别:
    Research Grants
Einfluss der Korngrößenverteilungskurve auf die dynamischen Kenngrößen nichtbindiger Böden
粒度分布曲线对非粘性土动力参数的影响
  • 批准号:
    162740749
  • 财政年份:
    2010
  • 资助金额:
    --
  • 项目类别:
    Research Grants
Central project of the researchers group FOR 1136 with demonstrator experiments
FOR 1136 研究小组的中心项目与演示实验
  • 批准号:
    117432739
  • 财政年份:
    2009
  • 资助金额:
    --
  • 项目类别:
    Research Units
Soil deformations close to retaining walls due to vibration excitations
由于振动激励而导致挡土墙附近的土壤变形
  • 批准号:
    117513592
  • 财政年份:
    2009
  • 资助金额:
    --
  • 项目类别:
    Research Units
Einfluss der Ungleichförmigkeit der Kornverteilungskurve und des Feinkornanteils auf die dynamischen Kenngrößen nichtbindiger Böden
颗粒分布曲线不规则性和细颗粒比例对非粘性土动力参数的影响
  • 批准号:
    5456025
  • 财政年份:
    2005
  • 资助金额:
    --
  • 项目类别:
    Research Grants
Influence of the construction method on the retaining wall deformation in service state for cohesive soils
施工方法对粘性土挡土墙使用状态变形的影响
  • 批准号:
    5285688
  • 财政年份:
    2001
  • 资助金额:
    --
  • 项目类别:
    Research Grants

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葡萄茋类物质积累与氧应激反应偶联机制研究
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