scholarly journals Experimental Study for Fire Behavior and Heat Transfer Properties for Types of Fire Protection Method for 60 MPa High-Strength Concrete Column

2012 ◽  
Vol 12 (6) ◽  
pp. 47-52
Author(s):  
Hyung-Jun Kim ◽  
Heung-Youl Kim ◽  
Bum-Yean Cho ◽  
Kyung Ok Kim ◽  
Ki-Hyuk Kwan
Keyword(s):  
Heat Transfer ◽  
Experimental Study ◽  
Fire Protection ◽  
High Strength Concrete ◽  
Fire Behavior ◽  
High Strength ◽  
Concrete Column ◽  
Strength Concrete ◽  
Protection Method ◽  
Transfer Properties

scholarly journals Experimental Study for Improving Method of Load Bearing and Spalling Prevention of 100 MPa High Strength Concrete Column

2012 ◽  
Vol 26 (6) ◽  
pp. 78-84
Author(s):  
Bum-Yean Cho ◽  
Heung-Youl Kim ◽  
Hyung-Jun Kim ◽  
In-Kyu Kwon ◽  
Kyeong-Ok Kim
Keyword(s):  
Experimental Study ◽  
High Strength Concrete ◽  
High Strength ◽  
Concrete Column ◽  
Load Bearing ◽  
Strength Concrete

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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