scholarly journals Experimental Study on the Shrinkage Properties and Cracking Potential of High Strength Concrete Containing Industrial By-Products for Nuclear Power Plant Concrete

2017 ◽  
Vol 49 (1) ◽  
pp. 224-233 ◽  
Author(s):  
Baek-Joong Kim ◽  
Chongku Yi
Keyword(s):  
Experimental Study ◽  
Power Plant ◽  
Nuclear Power Plant ◽  
High Strength Concrete ◽  
Nuclear Power ◽  
High Strength ◽  
Strength Concrete ◽  
Cracking Potential ◽  
By Products

scholarly journals Experimental Study of High Strength Concrete By Alccofine and Bagasse Ash

2021 ◽  
Vol 889 (1) ◽  
pp. 012058
Author(s):  
Harshdeep Vani ◽  
Kaamun ◽  
Sahil Arora
Keyword(s):  
Experimental Study ◽  
Prestressed Concrete ◽  
High Strength Concrete ◽  
Nuclear Power ◽  
Cement Content ◽  
High Strength ◽  
Heat Of Hydration ◽  
Fine Aggregate ◽  
Strength Concrete ◽  
The Cost

Abstract The use of concrete is increasing day to day very rapidly. The lesser the cross-section higher will be the grade of concrete. High-grade concrete is generally used in the nuclear power plant or precast prestressed concrete. The higher the cement content high will be the occurrence of the defect due to heat of hydration in the concrete. This paper deals with the experimental study of high-strength concrete which can be prepared by using the cement content less than the required quantity by using any other supplementary material. Like Alccofine and bagasse ash. Alccofine is costlier than cement which increases the cost of concrete to adjust that cost of concrete the bagasse ash is been used in the place of fine aggregate.

scholarly journals Experimental Study on the Torsional Behaviour of Prestressed HSC Hollow Beams

2020 ◽  
Vol 10 (2) ◽  
pp. 642 ◽  
Author(s):  
Luís Bernardo ◽  
Sérgio Lopes ◽  
Mafalda Teixeira
Keyword(s):  
Experimental Study ◽  
High Strength Concrete ◽  
Concrete Beams ◽  
Concrete Strength ◽  
High Strength ◽  
Experimental Program ◽  
Pure Torsion ◽  
Strength Concrete ◽  
Hollow Beams

This article describes an experimental program developed to study the influence of longitudinal prestress on the behaviour of high-strength concrete hollow beams under pure torsion. The pre-cracking, the post-cracking and the ultimate behaviour are analysed. Three tests were carried out on large hollow high-strength concrete beams with similar concrete strength. The variable studied was the level of longitudinal uniform prestress. Some important conclusions on different aspects of the beams’ behaviour are presented. These conclusions, considered important for the design of box bridges, include the influence of the level of prestress in the cracking and ultimate behaviour.

scholarly journals EXPERIMENTAL STUDY ON TRANSIENT STRAIN OF 100N/mm2 HIGH STRENGTH CONCRETE EXPOSED TO FIRE

2010 ◽  
Vol 75 (648) ◽  
pp. 453-460 ◽  
Author(s):  
Koji TOYODA ◽  
Heisuke YAMASHITA ◽  
Masatoshi TOKOYODA ◽  
Takeo HIRASHIMA ◽  
Hideki UESUGI
Keyword(s):  
Experimental Study ◽  
High Strength Concrete ◽  
High Strength ◽  
Strength Concrete ◽  
Transient Strain
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