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The influence of precrack depth on the loading capacity of a FRP reinforced concrete beam

The ends of reinforced concrete beam in seismic frame are critical positions that ensure ductility and plastic energy dissipation capability of the structure.

Based on this research and using the ultimate equilibrium theory, the calculation model of shear bearing capacity of corroded simply supported reinforced concrete beam is established.

Reinforced concrete slabs alone, or combined with reinforced concrete beams, as shown in Fig.6, and Combined reinforced concrete and hollow pot construction as in Fig.7.

Calculation method of crack width in reinforced concrete beams with skin reinforcement

Calculation of shear capacity of high strength reinforced concrete beams bonded with CFRP

reinforced concrete beam造句

Calculating methods for section rigidity of reinforced concrete beam element

Deflection calculation of reinforced concrete beam strengthened with steel wire mesh and polymer mortar

Relatively comprehensive test study on the strength capacity of the reinforced concrete beam under bending moment, shear force and axial tensile force was carried out.

Fatigue behavior of reinforced concrete beams strengthened wit hprestressed carbon fiber reinforced polymer plates

reinforced concrete beam

A computer program to calculate the moment-curvature relationship of reinforced concrete beam section is compiled.

Calculation of the shear capacity of reinforced concrete beams under biaxial bending

A calculation model for the interfacial shear stress of the reinforced concrete beam strengthened with prestressed CFRP sheets was built based on the elasticity theory after releasing and loading.

Study on the inner concrete iron corrosion degree detection of reinforced concrete beam