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首页> 外文期刊>MATEC Web of Conferences >ASR: Practical investigative techniques and field monitoring systems used to assess ASR for service life modeling.
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ASR: Practical investigative techniques and field monitoring systems used to assess ASR for service life modeling.

机译:ASR:用于评估使用寿命模型的ASR的实用调查技术和现场监视系统。

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摘要

Alkali Silica Reaction (ASR) is a common deterioration mechanism affecting many concrete structures of any type and age. Initially identified more than 60 years ago (Stanton, 1930), this mechanism is based on the chemical reactions between certain siliceous minerals present in the aggregate and the alkalinity of the concrete in the presence of moisture (internal RH). While certain deterioration patterns are clearly associated with ASR, such as gel exudation, aggregate expansion, and characteristic cracking, the material degradation can often be misdiagnosed to the untrained eye. In addition, certain elements of a structure can be severely affected while neighboring elements of the same batch/ mix design do not bear signs of deterioration or impact. Thus far, in situ field monitoring of ASR affected structures is related to moisture measurements, electrical resistivity, expansion, service life models are based on fracture mechanics of the aggregate. The impact to the concrete is loss of integrity, decreased compressive strength, shear and tensile strength. Some observed structures have split, with such force, that the concrete structure had cracks greater than 25mm where steel retention bands have split. The authors of this paper were engaged in two instances to provide service life assessments for ‘corrosion related degradation’ on ASR affected structures. In all instances the elements which were assessed were structural, load bearing elements, which if failed could pose a significant risk to owner, user, or end recipient. The need to develop an assessment technique for monitoring and service life assessments which are practical and efficient is being developed. The paper will discuss the development of the approach, from visual indicators identifying condition hierarchies, to long term condition monitoring for various concrete parameters combined with laboratory testing (expansion and residual alkalis) and mathematical modeling. Three case studies will be presented to illustrate conditions and process.
机译:碱二氧化硅反应(ASR)是一种常见的劣化机制,会影响许多不同类型和年龄的混凝土结构。最初在60多年前就已确定(Stanton,1930),这种机理是基于骨料中存在的某些硅质矿物与存在水分(内部RH)时混凝土的碱度之间的化学反应。尽管某些劣化模式与ASR明显相关,例如凝胶渗出,聚集体膨胀和特征性开裂,但对于未经训练的眼睛,材料的劣化通常会被误诊。此外,结构的某些元素可能会受到严重影响,而同一批次/混合物设计中的相邻元素则不会出现劣化或影响的迹象。到目前为止,对ASR影响的结构进行现场监测与湿度测量,电阻率,膨胀,使用寿命模型基于骨料的断裂力学有关。对混凝土的影响是完整性的丧失,抗压强度,抗剪强度和抗拉强度的降低。某些观察到的结构已在这种力作用下分裂,以至于混凝土结构在钢保持带分裂的地方裂缝大于25mm。本文的作者参与了两个实例,以对ASR受影响的结构上的“腐蚀相关退化”提供使用寿命评估。在所有情况下,被评估的元素都是结构性的,承重的元素,如果这些元素失效,可能会对所有者,用户或最终接收者构成重大风险。人们正在开发一种实用且有效的监测和使用寿命评估评估技术。本文将讨论该方法的发展,从视觉指示器识别条件层次结构,到结合各种实验室测试(膨胀和残余碱)和数学建模的各种混凝土参数的长期状态监视。将提供三个案例研究来说明条件和过程。

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