BOND PERFORMANCE BETWEEN NORMAL-STRENGTH CONCRETE AND SAND-LIGHTWEIGHT CONCRETE

2022 ◽  
Author(s):  
Patricia Figueiredo ◽  
Sergio Luis Garcia ◽  
Renato Cossetti, ◽  
Afonso Leite
Keyword(s):  
Lightweight Concrete ◽  
Normal Strength Concrete ◽  
Strength Concrete ◽  
Bond Performance ◽  
Normal Strength

Bond Performance between Ultrahigh-Performance Concrete and Normal-Strength Concrete

2014 ◽  
Vol 26 (8) ◽  
pp. 04014031 ◽  
Author(s):  
Miguel A. Carbonell Muñoz ◽  
Devin K. Harris ◽  
Theresa M. Ahlborn ◽  
David C. Froster
Keyword(s):  
Normal Strength Concrete ◽  
Strength Concrete ◽  
Bond Performance ◽  
Normal Strength

scholarly journals Cyclic behavior of GFRP strengthened infilled RC frames with low and normal strength concrete

2019 ◽  
Vol 26 (1) ◽  
pp. 30-42 ◽  
Author(s):  
Mehmet Emin Arslan ◽  
Ahmet Durmuş ◽  
Metin Hüsem
Keyword(s):  
Lateral Loading ◽  
Cyclic Behavior ◽  
Test Results ◽  
Normal Strength Concrete ◽  
Strength Concrete ◽  
Rc Frames ◽  
Load Carrying ◽  
Concrete Blocks ◽  
Normal Strength ◽  
Infilled Rc Frames

AbstractThis paper presents the experimental behavior of plane, non-strengthened and glass fiber reinforced polymer (GFRP) strengthened infilled reinforced concrete (RC) frames with low strength concrete (LSC) and normal strength concrete (NSC) under lateral reversed cyclic loading. For this purpose, eight full-scale, one-bay, one-storey plane and infilled (brick and aerated concrete blocks which are commonly used in RC construction) RC frames with LSC and NSC were produced and in-plane lateral loading tests were carried out. Test results indicate that infill walls considerably change the behavior of frames by increasing rigidity and load carrying capacity. By contrast, GFRP fabric used for strengthening of infilled RC frames improves ductility, load carrying and energy dissipation capacity of infilled frames with LSC and NSC as well. After all the test results were evaluated together, a GFRP strengthened brick infilled frame demonstrated the best performance under cyclic lateral loading.

Tensile basic creep versus compressive basic creep at early ages: comparison between normal strength concrete and a very high strength fibre reinforced concrete

2013 ◽  
Vol 47 (10) ◽  
pp. 1773-1785 ◽  
Author(s):  
Pierre Rossi ◽  
Jean Philippe Charron ◽  
Maléna Bastien-Masse ◽  
Jean-Louis Tailhan ◽  
Fabrice Le Maou ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
High Strength ◽  
Basic Creep ◽  
Fibre Reinforced Concrete ◽  
Normal Strength Concrete ◽  
Strength Concrete ◽  
Normal Strength ◽  
Very High
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