[PDF] Top 20 Shear transfer in cracked reinforced concrete
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Shear transfer in cracked reinforced concrete
... When the effects of local bond upon the stiffness normal to plane of cracking were taken into account, it was found that the stiffness in shear of a cracked reinforced concrete specimen [r] ... See full document
307
Shear Transfer Mechanism in FRP Reinforced Composite Concrete Structures
... The details of the push-off test specimens, their fabrication, and properties were described in this chapter. The materials used in fabricating these specimens were also listed along with their mechanical properties. All ... See full document
110
Modelling the degradation of vibration characteristics of reinforced concrete beams due to flexural damage
... However, although the model’s predictions are quantitatively comparable with the experimental results, the are some weakness in the model that limit its applications. First, the derivation of the modified stiffness ... See full document
63
Pre-Cracked Concrete Shear Strengthened with External CFRP Strips
... steel reinforced concrete were used to develop the “shear friction” hypothesis (Birkeland and Birkeland ...Initially cracked and uncracked steel reinforced concrete connections ... See full document
10
Shear strengthening of pre cracked and non precracked reinforced concrete continuous beams using bidirectional CFRP strips
... Fibre Reinforced Polymer is a composite material, tailored by a large number of thin high strength fibres embedded in a plastic resin (ACI Committee 440, ...is reinforced with a fibre or other reinforcing ... See full document
57
Closed-form formulas for the electromagnetic parameters of inverted microstrip line
... a shear span-to-depth ratio a/D less than ...significant shear response of moderate deep beams under fibrous ...of shear transfer quite different from that in slander beams and their strength ... See full document
6
Behaviour of Reinforced Concrete Continuous Deep Beams in Shear
... using "SAP" program for beams in order to assess the reactions of supports. From elastic analysis, the reactions of the exterior and intermediate supports due to the total applied load (P) are 0.175P and 0.65P ... See full document
16
The Longitudinal Shear Behavior of Carbon Fiber Grid Reinforced Concrete Toppings
... typical shear-friction model considers a cracked concrete element (along the line of shear) in which the two concrete faces slip against one another due to the applied shear ... See full document
159
The Induced Stress Field in Cracked Composites by Heat Flow
... Due to the one-way thermomechanical coupling, the temperature field induces thermal stresses in the material which are singular near the crack tip. Examples of some articles in which the effect of heat flow in ... See full document
39
Hysteretic Behavior of Conventionally Reinforced Concrete Coupling Beams in Reinforced Concrete Coupled Shear Wall
... Strain distributions of the horizontal reinforcements were observed at the wall-beam joints. The specimens with hori- zontal reinforcements anchored in the wall exhibited a similar degree of deformation as the interface ... See full document
18
REINFORCING AND REHABILITATIVE PERFORMANCE OF BASALT FIBRE REINFORCED POLYMERS FOR CONCRETE BEAMS
... The County of Essex and MEDA Engineering, along with the University of Windsor worked together to identify a local concrete structure to apply the basalt fibre reinforced polymer (BFRP) composite to. After ... See full document
140
Comparison of the shear behaviour of geopolymer concrete beams with GFRP and steel transverse reinforcements
... The corrosion of the internal reinforcing steel is one of the major factors that reduced the expected service life of reinforced concrete (RC) structures, especially those that are located in harsh ... See full document
6
Experimental investigation on the shear behaviour of concrete beams reinforced with GFRP reinforcement bars
... the shear performance of steel and GFRP RC beams which identified as BSM and BGM ...longitudinally reinforced with 16 mm diameter of steel bars, while another eight specimens reinforced with 16 mm ... See full document
5
Database of Shear Experiments on Steel Fiber Reinforced Concrete Beams without Stirrups
... Shear strength of Steel Fiber Reinforced Concrete (SFRC) slender beams. Diagonal shear failure and size effect in RC beams without web 724[r] ... See full document
43
Interpretation of Modified Shear Failure in RC Beams
... was shear at the support of the side face at 44kN-m, which was ...the shear span on either sides of the load on the side faces. The shear failure occurred suddenly at moment 60kN- ...slight ... See full document
6
Performance of Steel-Concrete Shear Walls with Two-Sided Reinforced Concrete
... with reinforced concrete on both sides of the steel ...between reinforced concrete and steel ...of concrete (30 mm, 60 mm, and 100 mm), (2) thicknesses of steel plate (2 mm, 4 mm, and 8 ... See full document
12
Experimental investigation on the shear behaviour of concrete beams reinforced with GFRP reinforcement bars
... the shear performance of steel and GFRP RC beams which identified as BSM and BGM ...longitudinally reinforced with 16 mm diameter of steel bars, while another eight specimens reinforced with 16 mm ... See full document
5
Experiments on Gamma-Ray Shielding Performance of Cracked Reinforced Concrete Wall
... of cracked reinforced concrete plate, experimental data are not ...to cracked concrete plates were carried ...a reinforced concrete wall cracked by ... See full document
8
Shear capacity of reinforced concrete pile caps
... to shear design based on beam theory, the truss analogy (strut-and-tie) method is also permitted in BS8110 and ...the concrete, reacted by tension in the main reinforcement, as indicated in Figure ...of ... See full document
8
An Experimental Study of Crack Patterns on Reinforced Concrete Beam
... in Reinforced Concrete Beam: Shrinkage cracks in reinforced concrete beams occur during two stages, which are a pre-hardening stage and hardened ...fresh concrete is subjected to a very ... See full document
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