Improvement in the Durability of Cracked Concrete Elements Injected With Synthetic Resin by Optimizing the Bond Behaviour

1986 ◽  
pp. 403-409 ◽  
Author(s):  
K. P. Grosskurth ◽  
W. Perbix
Keyword(s):  
Synthetic Resin ◽  
Bond Behaviour ◽  
Cracked Concrete ◽  
Concrete Elements

Bond behaviour of straight, hooked, U-shaped and headed bars in cracked concrete

2016 ◽  
Vol 17 (5) ◽  
pp. 799-810 ◽  
Author(s):  
F. Brantschen ◽  
D.M.V. Faria ◽  
M. Fernández Ruiz ◽  
A. Muttoni
Keyword(s):  
Bond Behaviour ◽  
Cracked Concrete

Predicting Creep and Shrinkage Effects in Cracked Concrete Elements

1994 ◽  
Vol 120 (9) ◽  
pp. 2784-2792
Author(s):  
A. S. Prasada Rao ◽  
R. Jayaraman ◽  
V. Vimalanandam ◽  
S. Sai Babu
Keyword(s):  
Cracked Concrete ◽  
Concrete Elements ◽  
Creep And Shrinkage

scholarly journals Application of Extended Finite Element Method to Cracked Concrete Elements – Numerical Aspects

2012 ◽  
Vol 58 (4) ◽  
pp. 409-431 ◽  
Author(s):  
J. Bobiński ◽  
J. Tejchman
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Extended Finite Element Method ◽  
Plain Concrete ◽  
Numerical Implementation ◽  
Extended Finite Element ◽  
Cracked Concrete ◽  
Advantages And Disadvantages ◽  
Concrete Elements ◽  
Element Method

AbstractThe paper deals with the application of the eXtended Finite Element Method (XFEM) to simulations of discrete macro-cracks in plain concrete specimens under tension, bending and shear. Fundamental relationships and basic discrete constitutive laws were described. The most important aspects of the numerical implementation were discussed. Advantages and disadvantages of the method were outlined

A TEST OF REINFORCEMENT CORROSION PROGRESS IN THE PRESENCE OF ORGANIC CORROSION INHIBITORS

2009 ◽  
Vol 1 (4) ◽  
pp. 183-194
Author(s):  
Andrzej Śliwka ◽  
Adam Zybura
Keyword(s):  
Corrosion Inhibitors ◽  
Early Stage ◽  
Concrete Cover ◽  
Test Results ◽  
Reinforcement Corrosion ◽  
Cracked Concrete ◽  
Low Levels ◽  
Organic Corrosion Inhibitors ◽  
Concrete Elements ◽  
Different Levels

Test results for KCR and DME migrating inhibitor efficiency are presented. The method of linear polarization is used in the tests on loaded reinforced concrete elements. Various durations of inhibitor activity, cracked concrete cover and different levels of reinforcement corrosion development in test parts are taken into account. The inhibitors are only partly efficient at low levels of corrosion development at an early stage, however, after two years the protective work is not verifiable. In the case of intense reinforcement corrosion a reduction in its degree is not observed, even directly after inhibitors have been applied.

Bond Behaviour of NSM Strengthening Systems on Concrete Elements Under Sustained Load and High Ambient Temperature

2021 ◽  
pp. 1973-1983
Author(s):  
Javier Gómez ◽  
Cristina Barris ◽  
Younes Jahani ◽  
Marta Baena ◽  
Lluís Torres
Keyword(s):  
Ambient Temperature ◽  
High Ambient Temperature ◽  
Sustained Load ◽  
Bond Behaviour ◽  
Concrete Elements
Sign in / Sign up

Export Citation Format

Share Document