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concrete members

The Seismic Behavior of Reinforced Concrete Members at Low Temperatures

The Seismic Behavior of Reinforced Concrete Members at Low Temperatures

... reinforced concrete members, one must first come to an understanding of the behavior of the component ...and concrete cylinders at room temperature, and their material properties are well ...and ...

191

Reinforcement Bond Strength Interface Behavior of Corroded and Coated in Concrete Members

Reinforcement Bond Strength Interface Behavior of Corroded and Coated in Concrete Members

... cube concrete members, the values were lower by 21.30%, 38.80% and 32.00% on failure load, bond strength and maximum slip to those ones obtained by control and coated members. The entire results ...

14

The Influence of the Effective Moment of Inertia on the Deflection of FRP Reinforced Concrete Members

The Influence of the Effective Moment of Inertia on the Deflection of FRP Reinforced Concrete Members

... reinforced concrete beam, based on different equations for effective moments of inertia , using different levels of loading (only different service dead loads, while the service live load is maintained constant), ...

14

Predicting Prestress Losses, Camber, and Deflection in Prestressed Concrete Members.

Predicting Prestress Losses, Camber, and Deflection in Prestressed Concrete Members.

... creep, concrete shrinkage caused by drying, and relaxation of the prestressing ...Precast/Prestressed Concrete Institute adopted a set of simple equations to predict the prestress losses due to each of ...

173

Meso-Scale Numerical Modeling of the Mechanical Behavior of Reinforced Concrete Members

Meso-Scale Numerical Modeling of the Mechanical Behavior of Reinforced Concrete Members

... In the currently developed method, concrete is represented by the RBSM theory on meso-scale level. In terms of the RBSM approach, the domain of sample geometry is meshed into polyhedron elements whose common ...

5

Performance Evaluation of CFRP Reinforced Concrete Members Utilizing Fuzzy Technique

Performance Evaluation of CFRP Reinforced Concrete Members Utilizing Fuzzy Technique

... reinforced concrete (RC) structures, such as buildings and ...as concrete cracks, corrosion of steel, and deforma‑ tion of structural members can significantly degrade the structural performance and ...

11

Ultimate Capacity of Corroded Statically Indeterminate Reinforced Concrete Members

Ultimate Capacity of Corroded Statically Indeterminate Reinforced Concrete Members

... the concrete cover over/around the steel reinforcement bar was more than five times the bar’s diameter (12 ...The concrete cover of the steel reinforcement bar within ...

23

Estimating fixed-end rotations of reinforced concrete members at yielding and ultimate

Estimating fixed-end rotations of reinforced concrete members at yielding and ultimate

... In general, for RC members, lateral displacement at yielding and ultimate can be considered as the sum of three individual components. The displacements originating from flexural and shear deformation mechanisms ...

25

Behavior of Concrete Members Containing Lightweight Synthetic Particles.

Behavior of Concrete Members Containing Lightweight Synthetic Particles.

... The concrete strength is directly related to the shear resistance of a concrete ...a concrete member is related to the square root of the compressive strength, or in other words, the tensile strength ...

320

Control of Tensile Stress in Prestressed Concrete Members Under Service Loads

Control of Tensile Stress in Prestressed Concrete Members Under Service Loads

... flexural members under the service load conditions, the cracked section analysis should be essentially conducted, which unfortunately requires very complex and time-con- suming iterative calculations, as pointed ...

17

Structural Performance  of Degraded Reinforced Concrete Members

Structural Performance of Degraded Reinforced Concrete Members

... Finite element results for the shear wall, having an aspect ratio of 1.0 and a steel ratio of 0.003, indicate that the effect of a 20% loss of steel area in combination with s[r] ...

8

Issues with Progressive Degradation Modeling of Reinforced Concrete Members.

Issues with Progressive Degradation Modeling of Reinforced Concrete Members.

... 59 prediction of the stress-strain curve is not in agreement with experimental stress-strain curve. Strengths at higher strains are under predicted by this model for most confining pressures except at p = 28.19 MPa which ...

125

Numerical Simulation of the Behavior of Cracked Reinforced Concrete Members

Numerical Simulation of the Behavior of Cracked Reinforced Concrete Members

... reinforced concrete structures require the know- ledge of the actual force-displacement or bending moment-rotation curves of each structural member, which depend on the crack widths and on the crack pattern, and ...

13

Durability of CFRP Prestressing Strands for Concrete Members.

Durability of CFRP Prestressing Strands for Concrete Members.

... of concrete beams prestressed with CFRP strands and exposed to an accelerated aging ...prestressed concrete beams were tested during this ...of concrete from the effect of exposure to saltwater ...

159

A Reliability Analysis of In service Reinforced Concrete Residential Structures

A Reliability Analysis of In service Reinforced Concrete Residential Structures

... reinforced concrete residential buildings, strength of member materials, geometric parameters of reinforced concrete members and other resistance parameters, the reliability level of residential ...

7

Experimental Study on Flexural Behaviour of Concrete Filled Steel Box Members

Experimental Study on Flexural Behaviour of Concrete Filled Steel Box Members

... of concrete filled steel box ...of concrete filled steel box members using concrete of various grade viz M20, M30 & ...the concrete filled steel box members and conventional ...

9

Optimization of Curing Regimes for Precast Prestressed Members with Early-Strength Concrete

Optimization of Curing Regimes for Precast Prestressed Members with Early-Strength Concrete

... prestressed members in plants to improve production effi- ciency and quality control and to attain a sufficient concrete compressive strength to transfer the prestress within the turnover ...of ...

13

Study on Strength Development Properties of the Internal Characteristics of Mass Concrete

Study on Strength Development Properties of the Internal Characteristics of Mass Concrete

... Concrete members used for large-scale structures, such as high-rise reinforced concrete structures and nuclear power plants, tend to be mass ...size, concrete within mass concrete ...

8

Correct   Predicton of Transfer Lengths in Pretensioned Prestressed Concrete Structures

Correct Predicton of Transfer Lengths in Pretensioned Prestressed Concrete Structures

... (2) The present study indicates that the transfer length in pretensioned concrete members decreases with an increase of concrete strength and increases with a dec[r] ...

8

A Study on Flexural Behaviour of Concrete Filled Steel Tubes

A Study on Flexural Behaviour of Concrete Filled Steel Tubes

... This experimental work was conducted to check the flexural behaviour of empty steel tube and concrete filled steel tube beams. Main objective was to find out the ultimate flexural strengths of empty and ...

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