An Evolutionary-Based Prediction Model of the 28-Day Compressive Strength of High-Performance Concrete Containing Cementitious Materials

被引:15
|
作者
Sadrossadat, Ehsan [1 ]
Basarir, Hakan [1 ]
机构
[1] Univ Western Australia, Sch Civil Environm & Min Engn, 35 Stirling Hwy, Perth, WA 6009, Australia
来源
ADVANCES IN CIVIL ENGINEERING MATERIALS | 2019年 / 8卷 / 03期
关键词
compressive strength; high-performance concrete; fly ash; blast furnace slag; predictive modeling; linear genetic programming; ULTIMATE BEARING CAPACITY; SHALLOW FOUNDATIONS; NEURAL-NETWORKS; RESILIENT MODULUS; DESIGN; FORMULATION; STRAIN;
D O I
10.1520/ACEM20190016
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
High-performance concrete (HPC) is a class of concretes that may contain more cementitious materials other than portland cement, such as fly ash and blast furnace slag, in addition to chemical admixtures, e.g., plasticizers. Strength, durability, and rheological properties of the normal concrete are enhanced in HPC. The compressive strength of HPC can be considered as a key factor to identify the level of its quality in concrete technology and the construction industry. This parameter can be directly acquired by experimental observations. However, testing methods are often time consuming, expensive, or inefficient. This article aims to develop and propose a new mathematical equation formulating the compressive strength of HPC specimens 28 days in age through a robust artificial intelligence algorithm known as linear genetic programming (LGP) using a valuable experimental database. The LGP-based model proposed here can be used for manual calculations and is able to estimate the compressive strength of HPC samples with a good degree of accuracy. The performance of the LGP model is confirmed through comparing the results with those provided by other models. The sensitivity analysis is also conducted, and it is concluded that the amount of cementitious materials, such as cement and furnace slag, have more influence than other variables.
引用
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页码:484 / 497
页数:14
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