Investigations of Early Age Material Properties of Normal and High Strength Concrete Including Fracture Energy

2019 ◽  
pp. 315-326
Author(s):  
Ayad AL-Yousuf ◽  
Emad Gad ◽  
Kamiran Abdouka ◽  
Jessey Lee ◽  
Tilak Pokharel
Keyword(s):  
Fracture Energy ◽  
Material Properties ◽  
High Strength Concrete ◽  
High Strength ◽  
Early Age ◽  
Strength Concrete

Effect of fracture path on the fracture energy of high-strength concrete

2001 ◽  
Vol 31 (11) ◽  
pp. 1601-1606 ◽  
Author(s):  
An Yan ◽  
Ke-Ru Wu ◽  
Dong Zhang ◽  
Wu Yao
Keyword(s):  
Fracture Energy ◽  
High Strength Concrete ◽  
High Strength ◽  
Fracture Path ◽  
Strength Concrete

Early-age behavior and cracking resistance of high-strength concrete reinforced with Dramix 3D steel fiber

2019 ◽  
Vol 196 ◽  
pp. 307-316 ◽  
Author(s):  
Dejian Shen ◽  
Xingzuo Liu ◽  
Qiyao Li ◽  
Lei Sun ◽  
Wenting Wang
Keyword(s):  
High Strength Concrete ◽  
Steel Fiber ◽  
High Strength ◽  
Early Age ◽  
Cracking Resistance ◽  
Strength Concrete

scholarly journals Experimental Study on Mechanical Properties and Creep Behavior of High-Strength Concrete in Early Age

2000 ◽  
Vol 11 (1) ◽  
pp. 39-50 ◽  
Author(s):  
Shinji Hagihara ◽  
Shigeharu Nakamura ◽  
Yoshihiro Masuda ◽  
Masanori Kono
Keyword(s):  
Mechanical Properties ◽  
Experimental Study ◽  
Creep Behavior ◽  
High Strength Concrete ◽  
High Strength ◽  
Early Age ◽  
Strength Concrete

Fracture Energy of Steel Fiber Reinforced High Strength Concrete

2010 ◽  
Vol 168-170 ◽  
pp. 2230-2234
Author(s):  
Ting Yi Zhang ◽  
Zi Li Wang ◽  
Dan Ying Gao
Keyword(s):  
Fracture Energy ◽  
External Force ◽  
High Strength Concrete ◽  
Steel Fiber ◽  
Volume Fraction ◽  
High Strength ◽  
Applied Force ◽  
Bending Test ◽  
Fiber Reinforced ◽  
Strength Concrete

Through the three-point bending test on the specimens of steel fiber reinforced high strength concrete (SFHSC) and plain high strength concrete (HSC) with the size of 100 mm×100 mm×515 mm, the effects of influencing factors including the fiber volume fraction (ρf) and relative notch depth (a/W) upon the fracture energy and the work of applied force (gravity and external force) were studied. The results show that the effect of ρf upon the fracture energy is more obvious; the variation tendencies for the increment ratio of the fracture energy and that of the work of applied force are different under different factors; the fracture energy is dependent on the work of external force. Based on the test results, the formula was established for calculating the fracture energy.

scholarly journals Fracture energy of hybrid polypropylene–steel fiber high strength concrete

2012 ◽  
Author(s):  
H. S. J. Al Hazmi ◽  
W. H. Al Hazmi ◽  
M. A. Shubaili ◽  
H. E. M. Sallam
Keyword(s):  
Fracture Energy ◽  
High Strength Concrete ◽  
Steel Fiber ◽  
High Strength ◽  
Strength Concrete

scholarly journals Experiment and Analysis on Early-Age Cracking of Reinforced High-Strength Concrete Column and Beam

1999 ◽  
Vol 10 (1) ◽  
pp. 51-63 ◽  
Author(s):  
Hiroshi Hashida ◽  
Yasuhiro Kuroda ◽  
Nobuyuki Yamazaki ◽  
Fuminori Tomosawa
Keyword(s):  
High Strength Concrete ◽  
High Strength ◽  
Early Age ◽  
Concrete Column ◽  
Strength Concrete

scholarly journals Early-Age Tensile Basic Creep Behavioral Characteristics of High-Strength Concrete Containing Admixtures

2019 ◽  
Vol 2019 ◽  
pp. 1-11 ◽  
Author(s):  
Tongyuan Ni ◽  
Yang Yang ◽  
Chunping Gu ◽  
Jintao Liu ◽  
Jin Chen ◽  
...  
Keyword(s):  
High Strength Concrete ◽  
High Strength ◽  
Plain Concrete ◽  
Tensile Creep ◽  
Mineral Admixtures ◽  
Basic Creep ◽  
Early Age ◽  
Strength Concrete ◽  
Holding Period ◽  
Linear Characteristic

Tensile creep is an important parameter to evaluate cracking probability of high-strength concrete (HSC) structure, and the mineral admixtures have great effect on it. In this paper, the early-age tensile basic creep behaviors of HSC containing fly ash (FA) and blast furnace slag (BS) were investigated by experiments, and the influences of loading age and stress level (stress-strength ratio of initial loading) were evaluated. The results showed that FA promoted the early-age tensile basic creep while BS inhibited the early-age tensile creep. Moreover, the influence of loading age on early-age tensile basic creep of HSC was more significant, and the affected ages’ duration was longer than that of plain concrete. The early-age tensile basic creep of HSC containing admixtures also showed linear creep characteristic after a certain age as HSC without admixtures, and the linear characteristic was more obvious at a later loading age. The tensile basic creep velocity of HSC containing FA was the highest, while HSC containing BS exhibited the lowest velocity. The influence of admixtures on velocities of tensile basic creep was gradually attenuated with the age growth in holding period.

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