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Experimental Study on the Design of Mix Proportion of the High Strength Concrete

机译：高强混凝土配合比设计的试验研究

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高山俊一; 出光隆; 西元洋一郎; 江本幸雄;
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年度 1976
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原文格式 PDF
正文语种 ja
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1. Proportioning of self-compacting steel-fiber reinforced concrete mixes based on target plastic viscosity and compressive strength: Mix-design procedure & experimental validation [J] . de la Rosa Angel, Poveda Elisa, Ruiz Gonzalo, Construction and Building Materials . 2018,第NOVa20期

机译：基于目标塑性粘度和抗压强度的自密实钢纤维增强混凝土混合物的比例：混合物设计程序和实验验证
2. STUDY ON THE CURING METHOD AND THE EFFECT OF THE MIXING PROPORTIONS FOR FLXURAL STRENGTH AND SHRINKAGE RATIO OF CONCRETE [J] . NORIYUKI MITA 日本建築学会构造系論文集 . 1999,第522期

机译：混凝土抗弯强度与收缩比的确定方法及混合比的影响研究
3. Predicting the splitting tensile strength of concrete incorporating anacardium occidentale nut shell ash using reactivity index concepts and mix design proportions [J] . Solomon Oyebisi, Tobit Igba, Akeem Raheem, Case Studies in Construction Materials . 2020,第2014期

机译：用反应性指数概念预测混凝土凝固螺母壳灰分的分裂拉伸强度，并用混合设计比例
4. Experimental Study of Design of Mix Proportion of Leaf Concrete [C] . Demin Jiang, Suping Cui International Conference on Civil Engineering, Architecture and Building Materials . 2012

机译：叶混凝土混合比例设计的实验研究
5. Optimizing SCM Proportions to Meet Multiple Performance Characters of Ternary Concrete Mixtures Using Simplex-Centroid Design and Analysis Techniquess. [D] . Math, Sujay. 2013

机译：使用单纯形-中心形设计和分析技术优化SCM比例以满足三元混凝土混合物的多种性能要求。
6. Design of Concrete Mix Proportion Based on Particle Packing Voidage and Test Research on Compressive Strength and Elastic Modulus of Concrete [O] . Yun-Hong Cheng, Bao-Long Zhu, Si-Hui Yang, 2021

机译：基于粒子包装空转的混凝土混合比例与混凝土抗压强度试验研究
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. Strength Design of Reinforced Concrete Hydraulic Structures. Report 5. Experimental Study on the Ultimate Behavior of Model Reinforced Concrete Circular Conduits [R] . Wright, R. S., Chiarito, V. P. 1987

机译：钢筋混凝土水工结构的强度设计。报告5.模型钢筋混凝土圆形管道极限性能试验研究

Experimental Study on the Design of Mix Proportion of the High Strength Concrete

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