Optimised Mix Design for Normal Strength and High Performance Concrete Using Particle Packing Method

S. GopinathCSIR – Structural Engineering Research Centre Taramani Chennai-600113 IndiaEmailOther articles by this author:De Gruyter OnlineGoogle Scholar; A. Ramachandra MurthyCSIR – Structural Engineering Research Centre Taramani Chennai-600113 IndiaOther articles by this author:De Gruyter OnlineGoogle Scholar; D. RamyaCSIR – Structural Engineering Research Centre Taramani Chennai-600113 IndiaOther articles by this author:De Gruyter OnlineGoogle Scholar; Nagesh R. IyerCSIR – Structural Engineering Research Centre Taramani Chennai-600113 IndiaOther articles by this author:De Gruyter OnlineGoogle Scholar

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Optimised Mix Design for Normal Strength and High Performance Concrete Using Particle Packing Method

机译：颗粒填充法优化高强高性能混凝土的配合比设计

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This paper presents the details of optimized mix design for normal strength and high performance concrete using particle packing method. A critical review of mix design methods have been carried out for normal strength concrete using American Concrete Institute (ACI) and Bureau of Indian Standards (BIS) methods highlighting the similarities and differences towards attaining a particular design compressive strength. Mix design for M30 and M40 grades of concrete have been carried out using ACI, BIS and particle packing methods. Optimization of concrete mix has been carried out by means of particle packing method using EMMA software, which employs modified Anderson curve to adjust the main proportions. Compressive strength is evaluated for the adjusted proportions and it is observed that the mixes designed by particle packing method estimates compressive strength closer to design compressive strength. Further, particle packing method has been employed to optimize the ingredients of high performance concrete and experiments have been carried out to check the design adequacy of the desired concrete compressive strength.

机译：本文详细介绍了采用颗粒填充法对普通强度和高性能混凝土进行优化混合设计的细节。已经使用美国混凝土协会（ACI）和印度标准局（BIS）的方法对普通强度混凝土的混合设计方法进行了严格的审查，着重强调了获得特定设计抗压强度的异同。已经使用ACI，BIS和颗粒填充方法对M30和M40级混凝土进行了配合比设计。已使用EMMA软件通过颗粒堆积方法对混凝土配合比进行了优化，该方法使用修改后的Anderson曲线来调整主要比例。针对调整的比例评估抗压强度，并且观察到通过颗粒填充法设计的混合物估计抗压强度更接近设计抗压强度。此外，已经采用颗粒填充法来优化高性能混凝土的成分，并进行了实验以检验所需混凝土抗压强度的设计适当性。

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《Archives of civil engineering》 |2012年第4期|共页
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S. GopinathCSIR – Structural Engineering Research Centre Taramani Chennai-600113 IndiaEmailOther articles by this author:De Gruyter OnlineGoogle Scholar; A. Ramachandra MurthyCSIR – Structural Engineering Research Centre Taramani Chennai-600113 IndiaOther articles by this author:De Gruyter OnlineGoogle Scholar; D. RamyaCSIR – Structural Engineering Research Centre Taramani Chennai-600113 IndiaOther articles by this author:De Gruyter OnlineGoogle Scholar; Nagesh R. IyerCSIR – Structural Engineering Research Centre Taramani Chennai-600113 IndiaOther articles by this author:De Gruyter OnlineGoogle Scholar;
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1. Optimised Mix Design for Normal Strength and High Performance Concrete Using Particle Packing Method [J] . A. Ramachandra Murthy, D. Ramya, Nagesh R. Iyer, Archives of civil engineering . 2012,第4期

机译：颗粒填充法优化高强高性能混凝土的配合比设计
2. OPTIMISED MIX DESIGN FOR NORMAL STRENGTH AND HIGH PERFORMANCE CONCRETE USING PARTICLE PACKING METHOD [J] . S. GOPINATH, A. RAMACHANDRA MURTHY, D. RAMYA, Archives of Civil Engineering . 2011,第4期

机译：颗粒填充法优化法向强度高性能混凝土的配合比设计
3. Proposed mix design method for sustainable high-strength concrete using particle packing optimization [J] . Campos H. F., Klein N. S., Marques Filho J. Journal of Cleaner Production . 2020,第Auga20期

机译：采用粒子包装优化的可持续高强度混凝土的建议混合设计方法
4. Design of Normal Strength Concrete Mixtures with Recycled Concrete Aggregates [C] . A.M. Knaack, Y.C. Kurama Structures congress . 2012

机译：再生混凝土骨料的普通强度混凝土混合料的设计
5. Development of a performance based, integrated design/selection mixture methodology for fiber reinforced concrete airfield pavements. [D] . Bennie, Stewart David. 2004

机译：针对纤维增强混凝土飞机场路面的基于性能的集成设计/选择混合方法的开发。
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. Development of a Strength Design Method for Asphaltic Concrete Mixtures Using a Loading Time-Temperature Superposition Procedure [R] . Lottman, R. P. 1966

机译：用加载时温叠加法开发沥青混凝土配合比强度设计方法

Optimised Mix Design for Normal Strength and High Performance Concrete Using Particle Packing Method

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