[PDF] Top 20 Shear Deformation of Steel Fiber-Reinforced Prestressed Concrete Beams
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Shear Deformation of Steel Fiber-Reinforced Prestressed Concrete Beams
... Abstract: Steel fiber-reinforced prestressed concrete (SFRPSC) members typically have high shear strength and deformation capability, compared to conventional prestressed ... See full document
11
Experimental study on diagonal shear cracks of concrete beams without stirrups longitudinally reinforced with gfrp bars
... diagonal shear cracks of concrete beams without stirrups was carried ...four reinforced concrete beams, consisted of twelve beams reinforced with GFRP bars and ... See full document
8
Influence of Fiber Content on Shear Capacity of Steel Fiber Reinforced Concrete Beams
... For shear-critical structural elements where the use of stirrups is not desirable, such as slabs or beams with reinforcement congestion, steel fibers can be used as shear ...the steel ... See full document
25
Experimental and Numerical Investigation of Shear Behavior of RC Beams Strengthened by Ultra-High Performance Concrete
... the beams and slabs retrofit- ted using UHPC. Composite beams and slabs, which included 50 mm thick layer of UHPC were prepared and tested under different types of ...the shear behavior of RC ... See full document
19
Shear Tests for Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) Beams with Shear Reinforcement
... the steel fiber-reinforced concrete (SFRC) has been widely used as structural material due to its remarkable mechanical properties compared to conventional ...of steel fibers can improve the ... See full document
12
Evaluation of Ultimate Pressure and Seismic Capacities of a Prestressed Concrete Containment Vessel Reinforced with Steel Fibers
... of steel fibers in concrete can enhance the structural and functional performance of prestressed concrete containment vessels (PCCVs) in nuclear power ...high shear resistance under ... See full document
8
Stepwise Regression for Shear Capacity Assessment of Steel Fiber Reinforced Concrete Beams
... As mentioned previously, six input variables were considered as the affected parameters on the shear capacity assessment of SFRC beams. Thereafter, the SR formulae was introduced to apply with suitable ... See full document
12
Retrofitting of reinforced concrete beams with glass fiber reinforced composite
... Since concrete is non homogeneous material and behaves linearly over a small percentage of its strength, material non- linearity is ...layered concrete frames up to the ultimate load range, which leads to ... See full document
6
Experimental investigation on the shear behaviour of concrete beams reinforced with GFRP reinforcement bars
... of shear behaviour on concrete beams longitudinally reinforced with glass fiber-reinforced polymer (GFRP) reinforcement ...sixteen concrete beams were tested under ... See full document
5
STUDY OF STEEL FIBER IN PCC, RCC & PRESTRESSED CONCRETE FOR SHEAR & BENDING
... of concrete can be changed by making appropriate changes in its ingredients like cementitious material, aggregate and water and by adding some special ...Hence concrete is very well suitable for a wide ... See full document
8
Shear Strength of Prestressed Steel Fiber Concrete I-Beams
... mild steel reinforcement with steel fibers can also save considerable labor costs and time for ...mild steel bars as transverse reinforcement, studies have shown (Dhonde 2006) that presence of only ... See full document
15
Analysis of concrete beams prestressed and post-tensioned with carbon fiber reinforced polymer (CFRP) bars.
... damaged beams, Jerret and Ahmad (1996) discuss the results of flexural tests for prestressed concrete beams strengthened with external CFRP tendons and also the results of related analytical ... See full document
170
Simulation of Prestressed Steel Fiber Concrete Beams Subjected to Shear
... of Concrete Structures (SCS), which is used for numerical analysis of shear-critical prestressed steel fiber concrete ...for steel fiber concrete under prestress based on ... See full document
10
Database of Shear Experiments on Steel Fiber Reinforced Concrete Beams without Stirrups
... strength steel 1 100 2350 30 S H1 100 ...strength steel 1 83 2350 40 S H3 100 ...strength steel 1 83 2350 29 S H4 100 ...strength steel 1 83 2350 25 S J1 100 ...strength steel 1 63 2350 ... See full document
43
Closed-form formulas for the electromagnetic parameters of inverted microstrip line
... of fiber to ...ultimate shear strength of Steel Fiber Reinforced Concrete moderate deep beams without ...by steel fibers as shear ... See full document
6
Shear behaviour of steel fibre reinforced concrete simply supported beams
... of concrete from the brittle sharp drop associated with plain concrete to either tension softening or hardening response, depending on the fibre amount provided, fibre geometry and shape and bond ...of ... See full document
15
An Experimental Study of Crack Patterns on Reinforced Concrete Beam
... in Reinforced Concrete Beam: Flexure word also means ...in reinforced concrete beams subjected to bending usually starts in the tensile zone ...in reinforced concrete ... See full document
8
Flexural Cracking Behavior Of Steel Fiber Reinforced Concrete Beams
... FRC beams and control beam are shown in Figure ...all beams showed linear increase up to (60 to 70 kN) before reaching its maximum ...FRC beams have higher values of ultimate load ...as fiber ... See full document
5
Shear Behavior of Concrete Beams Reinforced with High Performance Steel Shear Reinforcement
... the shear span yielded, additional load is carried by the compression strut and when the concrete at the tip of compression strut crushed, the beam ...two beams. At failure, spalling of the cover ... See full document
167
Structural behaviour of geopolymer concrete beams and columns reinforced with glass fibre reinforced polymer bars
... between the fibres and the polymer diminishes and this would result into wider crack width in the concrete and consequently larger deflection of the structural element. The tensile behaviour of the FRP bar at ... See full document
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