Typical crack pattern of RC deep beam.
Typical crack pattern of RC deep beam.
Yen Lei Voo (760736) +2 more
core +1 more source
Effect of Modeling Beam-Column Joints on Performance Assessment of Columns in Non-Ductile RC Frames
Seismic performance evaluation of non-seismically detailed reinforced concrete (RC) buildings requires proper analytical modeling approaches for beam-column joints which are most vulnerable parts.
Sadık Can GİRGİN, Girgin, Sadık Can
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Experimental Study on a Hybrid Coupling Beam With a Friction Damper Using Semi-steel Material
RC coupling beams have been reported to have had serious damages during the 2008 Wenchuan earthquake. Beams are very difficult to repair once cracks occur.
Tao Wang, Fengli Yang, Xin Wang, Yao Cui
doaj +1 more source
Performance of reinforced concrete elements retrofitted with SIFCON under elevated temperatures
Reinforced concrete (RC) elements lose their structural strength by exposure to fire as the mechanical properties of the reinforcing steel and concrete deteriorate due to the heat.
H. H. Alzamili, A. M. Elsheikh
doaj +1 more source
Performance of GFRP-RC precast cap beam to column connections with epoxy-anchored reinforcement: a numerical study [PDF]
In this study, a detailed finite element investigation was conducted to evaluate the performance of glass fibre-reinforced polymer (GFRP) RC precast cap beam to column connections connected with epoxy-anchored reinforcement (epoxy duct connection).
Zhuge, Yan +5 more
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RC beams strengthened by RC jacketing under load
This article is devoted to experimental researches of the reinforced concrete beams strengthened by a RC jacketing under load. The program of experimental researches of reinforced concrete beams was envisaged to test four series with a total number of 16 beams 2,100 mm long, of which 14 reinforced beams were additionally pre-loaded. In all experimental
openaire +1 more source
The Research on Strengthening Technique for Aged RC Beam
The strengthening technique for the aged RC beam was introduced in this paper. A series of measures were utilized to increase the bond strength between CFRP and aged RC beam.
Bin Jia, Bin Xie, Ru Heng Wang
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Numerical study on shear strength of GFRP-RC T-Joints
This paper presents the numerical modeling and behavior of glass fiber-reinforced polymer (GFRP) reinforced concrete (RC) exterior beam-column joints (T-joints) under cyclic loading.
Muhammad NS Hadi (19246408) +2 more
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Optimum Depth of a Lower Concrete Grade at the Tension Zone in a Two-Layer Reinforced Concrete Beam
This paper presents the results of an investigation into the optimum depth of the lower concrete grade (LCG) at the tension region in a two-layer reinforced concrete beam.
AYIBATUNIMIBOFA TRUSTGOD JOHN +1 more
doaj
Experimental Investigation on FRC Beams Strengthened with GFRP Laminates
The external bonding of fibre reinforced polymer (FRP) to reinforced concrete (RC) members has become a popular method of retrofitting/strengthening concrete structures in recent years.
S. Syed Ibrahim +2 more
doaj +1 more source

