The Influence of Graded Concrete Strength on Concrete Element

机译：级配混凝土强度对混凝土构件的影响

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Hidayat Arif; Purwanto; Puspowardojo Johan; Aziz Farisi Abdul;
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1. Evaluation of the Compressed Reinforced Concrete Elements Dynamic Strength, Taking into Account the Temperature Influence on the Strength and Deformability of Reinforcement Steel and Concrete [J] . Levon A. Avetisyan, Mikhail V. Danilov Materials science forum . 2018,第PTa1期

机译：考虑温度对钢筋混凝土强度和变形性的影响，评估压缩钢筋混凝土构件的动态强度
2. Textile reinforced concrete (TRC) shells for strengthening and retrofitting of concrete elements: influence of admixtures [J] . Michael Tsesarsky, Amnon Katz, Alva Peled, Materials and structures . 2015,第1a2期

机译：纺织增强混凝土（TRC）壳，用于增强和翻新混凝土元素：外加剂的影响
3. Influence of long-term compressive stresses on strength of concrete and steel-fiber concrete prismatic element [J] . Stepan Neutov, Maryna Sydorchuk, Oleksii Shyliaiev MATEC Web of Conferences . 2018,第5期

机译：长期压缩应力对混凝土和钢纤维混凝土棱柱单元强度的影响
4. The influence of graded concrete strength on concrete element [C] . Arif Hidayat, Purwanto, Johan Puspowardojo Euro Asia Civil Engineering Forum Conference . 2016

机译：分级混凝土强度对混凝土元件的影响
5. The influence of axial load and prestress on the shear strength of web-shear critical reinforced concrete elements. [D] . Xie, Liping. 2009

机译：轴向载荷和预应力对腹板剪临界钢筋混凝土构件抗剪强度的影响。
6. Flexural Strengthening of Concrete Slab-Type Elements with Textile Reinforced Concrete [O] . Hyeong-Yeol Kim, Young-Jun You, Gum-Sung Ryu, 2020

机译：纤维增强混凝土对混凝土板式构件的抗弯加固
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. Self-Consolidating Concrete (SCC) and High-Volume Fly Ash Concrete (HVFAC) for Infrastructure Elements: Implementation. Report B, Shear Behavior of High-Strength Self-Consolidating Concrete in NU Bridge Girders. [R] . Myers, J. J., Hernandez, E. S., Alghazali, H., 2016

机译：用于基础设施元素的自固结混凝土（sCC）和大体积粉煤灰混凝土（HVFaC）：实施。报告B，NU桥梁中高强度自密实混凝土的剪切性能。

The Influence of Graded Concrete Strength on Concrete Element

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