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Shear strengthening of beam-column joints
Engineering Structures, 2002Shear failure of beam-column joints is identified as the principal cause of collapse of many moment-resisting frame buildings during recent earthquakes. Effective and economical rehabilitation techniques for the upgrade of the joint shear-resistance capacity in existing structures are needed.
Ghobarah, Ahmed, Said, Aly
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Shear Strengthening with Textile Reinforced Concrete
IABSE Reports, 2014<p> A large part of existing bridges in Germany exhibits deficits in the shear capacity under static and cyclic loading according to the current design rules. More structures are expected to demand refurbishment and strengthening within the next years especially due to the current conditions of many older road bridges.
Martin Herbrand +3 more
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Shear strengthening effectiveness with CFF strips
Engineering Structures, 2003Abstract The present work deals with shear performance of reinforced concrete (RC) beams with rectangular section. The RC beams are designed with shear deficiencies and strengthened by externally bonded carbon fibre fabrics. Four different configurations of externally bonded carbon fibre fabric strips are used to strengthen the reinforced concrete ...
C Diagana, A Li, B Gedalia, Y Delmas
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Shear Strengthening—A State-of-the-Art Review
2018Concrete structures, exposed to aggressive environment, are susceptible to chemical attacks such as carbonation and chloride contamination and destroy the alkaline barrier of cement matrix. This gives rise to spalling of concrete, degradation of steel and several other phenomena.
Kishor Chandra Panda +2 more
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STRENGTHENING OF SHEAR AND MOMENTS IN CONTINUOUS BEAMS
Journal of Al-Azhar University Engineering Sector, 2020Existing structures are subjected to increasing loads. They were often designed using Allowable Stress Design method (ASD). In old industrial buildings, beam dimensions were selected compact by using either rolled steel sections, or built up profiles.
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Technique for Shear Strengthening—An Experimental Approach
2018This chapter presents the experimental procedure for shear strengthening of RC T-beams strengthened in shear with GFRP sheet. The job is performed primarily in two stages. The first stage consists of selection and testing of relevant materials for the preparation of test specimens in the laboratory to establish the physical and mechanical properties of
Kishor Chandra Panda +2 more
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Numerical Approach to Shear Strengthening of Beams
2018Finite element method (FEM) is used to study the behaviour of RC T-beams strengthened in shear with GFRP sheet under two-point loading condition. The finite element analysis is carried out in this study using ANSYS finite element software. Specimens without GFRP as control beams, designated as S0-0L, S300-0L and S200-0L and beams strengthened with GFRP
Kishor Chandra Panda +2 more
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Theoretical Approach to Shear Strengthening of Beams
2018The shear strength of RC T-beams with and without GFRP obtained from experimental investigation is compared to the shear strength computed by the guidelines given in different standards such as American Concrete Institute (ACI 318-02), Canadian Standard Association (CSA A23.3-94) and Indian Standard (IS: 456-2000) building codes (without the provision ...
Kishor Chandra Panda +2 more
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Shear strengthening of old concrete beams
Batiment International, Building Research and Practice, 1986In our March‐April issue last year, the author described work at the Czech Technical University in Prague on the use of epoxy resins to apply new flat reinforcement to old concrete beams in order to enhance or prolong their service life. Here, some further test results and general conclusions are presented on the application of this technique to shear ...
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Strengthening of shear wall with high performance RC jacket
2008A new technique for the strengthening of existing R/C shear walls based on the application of thin high performance jackets is presented in this paper. The strengthening jacket is made of high performance concrete, having a compression resistance higher than 150 MPa, and reinforced by means of an high strength steel mesh.
MARINI, Alessandra, MEDA, Alberto
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