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Statistical Equations to Estimate the In-situ Concrete Compressive Strength from Non-destructive Tests

机译：统计方程来估算来自非破坏性测试的原位混凝土抗压强度

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Ahmed Faleh Al-Bayati;
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1. The use of non-destructive tests to estimate Self-compacting concrete compressive strength [J] . Boukhelkhal Djamila, Guendouz Mohamed MATEC Web of Conferences . 2018,第1期

机译：使用无损检测估算自密实混凝土的抗压强度
2. Models for compressive strength estimation through non-destructive testing of highly self-compacting concrete containing recycled concrete aggregate and slag-based binder [J] . Revilla-Cuesta Victor, Skaf Marta, Serrano-Lopez Roberto, Construction and Building Materials . 2021,第Apra19期

机译：通过含有再生混凝土骨料和基于矿渣的粘合剂的高度自体压实混凝土的非破坏性测试抗压强度估算模型
3. Modeling of compressive strength of concrete using pulse velocity values from a non-destructive testing of concrete [J] . I. C. Nwidi Journal of Civil Engineering and Construction Technology . 2019,第2期

机译：使用来自混凝土无损检测的脉冲速度值对混凝土的抗压强度进行建模
4. Analysis of Within-Test Variability of Non-Destructive Test Methods to Evaluate Compressive Strength of Normal Vibrated and Self-Compacting Concretes [C] . Miguel C. S. Nepomuceno, Sergio M. R. Lopes World Multidisciplinary Civil Engineering-Architecture-Urban Planning Symposium . 2017

机译：无损检测方法内部试验型变异性分析，以评价正常振动和自压力混凝土抗压强度
5. Development of high performance concrete composites using Class F fly ash and PCC bottom ash, and a statistical model to predict compressive strength of similar concrete composites. [D] . Puri, Rajnish. 2015

机译：使用F级粉煤灰和PCC底灰开发高性能混凝土复合材料，并建立一个统计模型来预测类似混凝土复合材料的抗压强度。
6. Validation of Selected Non-Destructive Methods for Determining the Compressive Strength of Masonry Units Made of Autoclaved Aerated Concrete [O] . Radosław Jasiński, Łukasz Drobiec, Wojciech Mazur 2019

机译：确定高压加气混凝土砌体单元抗压强度的非破坏性方法的验证
7. Mechanical properties of various concrete after high temperature exposure Mechanical property of various types of concrete after high temperature exposure is investigated. Considering compressive strength requirement for a vertical element in high rise building, concrete specimens with various design strengths of 35, 80, 100, and 150 MPa were tested. Particularly, the influence of incorporated steel fiber on fire resistance is of interest in this study. Experimental results show that the fire resistance depends on the design strength and steel fiber content. Normal strength concrete (NSC) of a design strength of 35 MPa or high performance concrete (HPC) of 80-100 MPa does not spall when exposed to 100-400 °C of temperature. However, an explosive spalling occurs at 300 °C when the HPCs contain 1 vol. of steel fiber. Ultra-high performance concrete (UHPC) of a design strength of 150 MPa and 1.5 vol. of steel fiber also shows dramatic spalling at 300 °C. The experimental results found in this study can contribute to a better understanding of the behaviors of HPC and UHPC under fire and the role of steel fiber on the fire resistance. [O] . 2017

机译：研究了高温暴露后各种混凝土高温曝光机械性能各种混凝土的机械性能。考虑到高层建筑中垂直元件的抗压强度要求，测试了35,80,100和150MPa各种设计强度的混凝土试样。特别是，在这项研究中，掺入钢纤维对耐火性的影响。实验结果表明，耐火性取决于设计强度和钢纤维含量。在暴露于100-400°C的温度时，80-100MPa的设计强度为35MPa或高性能混凝土（HPC）的正常强度混凝土（NSC）不会击落。然而，当HPC含有1体积的钢纤维的百分比时，爆炸性剥落发生在300℃。超高性能混凝土（UHPC）的设计强度为150 MPa和1.5 Vol。钢纤维的百分比也显示出300℃的剧烈剥落。本研究中发现的实验结果可以有助于更好地了解在火灾中的HPC和UHPC的行为以及钢纤维对耐火性的作用。
8. Earthquake Response and Damage Prediction of Reinforced Concrete Masonry Multistory Buildings: Prism Tests for the Compressive Strength of Concrete Masonry [R] . Hegemier, G. A. , Krishnamoorthy, G. , Nunn, R. O. , 1977

机译：钢筋混凝土砌体多层建筑的地震反应及损伤预测：混凝土砌体抗压强度的棱镜试验

Statistical Equations to Estimate the In-situ Concrete Compressive Strength from Non-destructive Tests

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