scholarly journals 7) MECHANICAL CHARACTERISTICS OF REINFORCED CONCRETE GRID-FRAMEWORKS WITH SPECIAL REFERENCE TO PIASTIC RANGE

1961 ◽  
Vol 67 (0) ◽  
pp. 45-55
Author(s):  
Yoshikazu Kanoh
2018 ◽  
Vol 14 (1) ◽  
pp. 126-135
Author(s):  
Reza Mirzaei ◽  
Naser Zarifmoghaddam

 Concrete as the most used material, is known as an integral part of construction. So far, many studies have been done in the field of improving the quality of concrete that most of them have examined change in concrete mix which is called concrete mix plan. However, the use of additives and also replacing commonly used materials in concrete with new materials always has been noteworthy. In this study, description of tests that have been done on fiber reinforced concrete will be discussed. Also, the condition of concrete mix plan will be discussed. Comparison between results of the tests showed that Forta reinforced concretes have more compressive, flexural and tensile strength and modulus of elasticity than normal and ordinary concretes.Journal of the Institute of Engineering, 2018, 14(1): 126-135 


1984 ◽  
Vol 15 ◽  
pp. 283-292 ◽  
Author(s):  
CB Jørgensen ◽  
T Kørboe ◽  
F Møhlenberg ◽  
HU Riisgård

2021 ◽  
Author(s):  
B. Sri Umniati ◽  
Mohammad Sulton ◽  
Roro Sulaksitaningrum ◽  
Mohd Mustafa Al Bakri Abdullah ◽  
Sabilul Muhtadi

1943 ◽  
Vol 20 (5) ◽  
pp. 42-64
Author(s):  
D ANDERSON ◽  
W J E BINNIE ◽  
C G BRAND ◽  
W T HALCROW ◽  
V A M ROBERTSON ◽  
...  

2011 ◽  
Vol 243-249 ◽  
pp. 335-338
Author(s):  
Jun Feng Guan ◽  
Xiao Ke Li ◽  
Shun Bo Zhao

Former approaches fordesigning reinforced concrete aqueduct with multi-longitudinal beams were mostly based on experience. In this study, an optimization method is proposed instead. According to the mechanical characteristics of aqueduct, optimization principlesfor structural deformation coordination and sectional crack-resisting are developed. Furthermore, in optimization of large and complex reinforced concrete aqueduct, this method employs nominal tensile stress to control the maximum crack width. In addition, a 3D beam-shell element model is suggested for calculating internal force of aqueduct.


2006 ◽  
Vol 92 (19) ◽  
pp. 121-126
Author(s):  
Petru Mihai ◽  
Vladimir Corobceanu ◽  
Răzvan Giuscă

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