Factors affecting the plastic shrinkage cracking of high-strength concrete

2002 ◽  
Vol 54 (5) ◽  
pp. 347-354 ◽  
Author(s):  
J. Branch ◽  
D. J. Hannant ◽  
M. Mulheron
Keyword(s):  
High Strength Concrete ◽  
High Strength ◽  
Shrinkage Cracking ◽  
Factors Affecting ◽  
Strength Concrete ◽  
Plastic Shrinkage

The effects of fibres on the plastic shrinkage cracking of high strength concrete

2002 ◽  
Vol 35 (3) ◽  
pp. 189-194 ◽  
Author(s):  
J. Branch ◽  
A. Rawling ◽  
D. J. Hannant ◽  
M. Mulheron
Keyword(s):  
High Strength Concrete ◽  
High Strength ◽  
Shrinkage Cracking ◽  
Strength Concrete ◽  
Plastic Shrinkage

scholarly journals Restrained Shrinkage Cracking of Fiber-Reinforced High-Strength Concrete

Fibers ◽  
2018 ◽  
Vol 6 (1) ◽  
pp. 12 ◽  
Author(s):  
Ashkan Saradar ◽  
Behzad Tahmouresi ◽  
Ehsan Mohseni ◽  
Ali Shadmani
Keyword(s):  
High Strength Concrete ◽  
High Strength ◽  
Restrained Shrinkage ◽  
Fiber Reinforced ◽  
Shrinkage Cracking ◽  
Strength Concrete ◽  
Restrained Shrinkage Cracking

Study on the Factors Affecting the Anti-Seismic Performance of Steel Reinforced High-Strengh Concrete Columns

2012 ◽  
Vol 535-537 ◽  
pp. 1842-1846
Author(s):  
Bao Sheng Yang ◽  
Shi Hua Song
Keyword(s):  
Seismic Performance ◽  
High Strength Concrete ◽  
Axial Load ◽  
Seismic Behavior ◽  
Influencing Factor ◽  
High Strength ◽  
Concrete Columns ◽  
Factors Affecting ◽  
Strength Concrete ◽  
High Strength Concrete Columns

Through experimental study of six steel reinforced high strength concrete columns under low cyclic horizontal loads, the influence on anti-seismic behavior of the columns under different axial load coefficient, stirrup ratio and steel reinforced form is analyzed.The study found in addition to the fact that the anti-seismic performance of high strength concrete columns is sensitive to axial load coefficient, steel reinforced form is also an important influencing factor. For high strength concrete columns with different steel reinforced forms, appropriate adjustment of its axial load coefficient may be carried out, however the influence of stirrup ratio is very little on anti-seismic performance of columns.

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