## What is/are Flexural Bearing?

Flexural Bearing - In order to compare the results in terms of the flexural bearing capacity, the slabs were analyzed by using elastic finite element analysis and yield-line analysis.^{[1]}A new type of carbon fiber grid–polyurethane concrete system was designed, which makes the carbon fiber grid have an excellent synergistic effect with the quick-hardening and high-strength polyurethane concrete, and improved the flexural bearing capacity of the polyurethane concrete.

^{[2]}With the increase of GFRP reinforcement ratio, the flexural bearing capacity of the beams does not change significantly, while their stiffness increases gradually.

^{[3]}Simulation results indicate that flexural bearing capacity of corroded RC slab increases when reinforcement was minor corroded and decreases for a further increasing corrosion level.

^{[4]}From the results of tests and parameter analysis, design formulae of flexural bearing capacity for composite beams were proposed based on the assumption that steel tubes are equivalent to ordinary longitudinal steel bars.

^{[5]}The contribution of CSWs to the flexural bearing capacity is very small and can be neglected.

^{[6]}Finally, the finite element models are adopted to carry out the research on the influence of different steel plate thicknesses on the flexural bearing capacity and ductility.

^{[7]}Finally, the calculation formula for predicting the flexural bearing capacity of SFNMRC beams was derived with consideration of the effect of steel fiber on the cracked sections after beam cracking.

^{[8]}It indicates that the flexural bearing capacity decreases by about 1.

^{[9]}The four-point bending test was used to determine the flexural bearing capacity of the long prism, and the influence of changing the interface conditions and the modifying the MKPC repair mortar on the improvement of the basic performance of the splicing component is investigated.

^{[10]}Besides, a calculation method for the flexural bearing capacity of the novel joint is developed and compared with the test results, which verified the feasibility of the model.

^{[11]}The flexural bearing capacity coefficient changes from 1.

^{[12]}The applicability of bond efficiency of steel fiber in the flexural bearing capacity calculation of steel fiber reinforced concrete (SFRC) beams was experimentally investigated through tests on 18 SFRC beams and one reinforced concrete (RC) beam.

^{[13]}A theoretical method for evaluating the flexural bearing capacity S-RC-SRC composite joint was proposed and proved to be applicable with the maximum deviation of 3.

^{[14]}Two typical failure modes, namely the insufficient factor of safety of a pile-stabilized slope and the insufficient flexural bearing capacity of stabilizing piles, are investigated from a probabilistic viewpoint.

^{[15]}Moreover, the finite element method was applied to study the influence of tie bars on the flexural bearing capacity and to deduce the simplified calculation method of vertical bearing capacity of RHRC walls.

^{[16]}In this study, the flexural bearing capacity and failure mechanism of carbon fiber-reinforced aluminum laminate (CARALL) beams with a double-channel cross-section and a 3/2 laminated configuration were experimentally and numerically studied.

^{[17]}Furthermore, the flexural bearing capacities of the basalt-FGREM strengthened beams could be reasonably predicted according to the ACI-549.

^{[18]}To take full advantage of moso bamboo, a series of bending tests were carried out on bamboo pipes (RBP), hollow bamboo pipes (HBP, without bamboo membrane) and bamboo pipes with concrete(BPC), and analyzed such as bending strength, flexural bearing capacity, deformation law, failure characteristics and other test results.

^{[19]}Based on the finite element results, the force mechanism, failure mode, flexural bearing capacity and rotational stiffness of the nodes are analyzed, and some parameter design suggestions are proposed: the thickness of the supporting plate should not be less than 8mm, and the bolt diameter should not be less than 20mm.

^{[20]}The flexural bearing capacity of a segmental lining structure, mainly comprising the flexural bearing capacities of segments and the compression-bending capacities of joints, is an important index for evaluating the mechanical performance of a shield tunnel.

^{[21]}Welding steel at locations dominant by the bending moment is an effective way to improve flexural bearing capacity.

^{[22]}Results showed that adding glue provided flexural rigidity, whereas assembly using self-tapping screws resulted in built-up beams with high ductility but relatively low flexural bearing capacity.

^{[23]}The results indicated that the flexural bearing capacity of the RRC beam decreased with increasing tension reinforcement corrosion level.

^{[24]}CFRP sheets strengthening improved the flexural bearing capacity and stiffness of the fire-damaged slab, however, reduced the ductility of the fire-damaged slab.

^{[25]}The numerical results suggested that the diameter of the steel bolts and the reinforcement ratio have a limited effect on the flexural bearing capacity of the steel tube slab beams, and the ultimate bearing capacity increases linearly along with increase in the diameter of the steel bolts and the reinforcement ratio in a certain range.

^{[26]}A static tensile experiment was carried out to investigate the flexural bearing capacity of external stiffening ring joints between concrete-filled square steel tubular column and steel beam.

^{[27]}

## flexural bearing capacity

In order to compare the results in terms of the flexural bearing capacity, the slabs were analyzed by using elastic finite element analysis and yield-line analysis.^{[1]}A new type of carbon fiber grid–polyurethane concrete system was designed, which makes the carbon fiber grid have an excellent synergistic effect with the quick-hardening and high-strength polyurethane concrete, and improved the flexural bearing capacity of the polyurethane concrete.

^{[2]}With the increase of GFRP reinforcement ratio, the flexural bearing capacity of the beams does not change significantly, while their stiffness increases gradually.

^{[3]}Simulation results indicate that flexural bearing capacity of corroded RC slab increases when reinforcement was minor corroded and decreases for a further increasing corrosion level.

^{[4]}From the results of tests and parameter analysis, design formulae of flexural bearing capacity for composite beams were proposed based on the assumption that steel tubes are equivalent to ordinary longitudinal steel bars.

^{[5]}The contribution of CSWs to the flexural bearing capacity is very small and can be neglected.

^{[6]}Finally, the finite element models are adopted to carry out the research on the influence of different steel plate thicknesses on the flexural bearing capacity and ductility.

^{[7]}Finally, the calculation formula for predicting the flexural bearing capacity of SFNMRC beams was derived with consideration of the effect of steel fiber on the cracked sections after beam cracking.

^{[8]}It indicates that the flexural bearing capacity decreases by about 1.

^{[9]}The four-point bending test was used to determine the flexural bearing capacity of the long prism, and the influence of changing the interface conditions and the modifying the MKPC repair mortar on the improvement of the basic performance of the splicing component is investigated.

^{[10]}Besides, a calculation method for the flexural bearing capacity of the novel joint is developed and compared with the test results, which verified the feasibility of the model.

^{[11]}The flexural bearing capacity coefficient changes from 1.

^{[12]}The applicability of bond efficiency of steel fiber in the flexural bearing capacity calculation of steel fiber reinforced concrete (SFRC) beams was experimentally investigated through tests on 18 SFRC beams and one reinforced concrete (RC) beam.

^{[13]}A theoretical method for evaluating the flexural bearing capacity S-RC-SRC composite joint was proposed and proved to be applicable with the maximum deviation of 3.

^{[14]}Two typical failure modes, namely the insufficient factor of safety of a pile-stabilized slope and the insufficient flexural bearing capacity of stabilizing piles, are investigated from a probabilistic viewpoint.

^{[15]}Moreover, the finite element method was applied to study the influence of tie bars on the flexural bearing capacity and to deduce the simplified calculation method of vertical bearing capacity of RHRC walls.

^{[16]}In this study, the flexural bearing capacity and failure mechanism of carbon fiber-reinforced aluminum laminate (CARALL) beams with a double-channel cross-section and a 3/2 laminated configuration were experimentally and numerically studied.

^{[17]}Furthermore, the flexural bearing capacities of the basalt-FGREM strengthened beams could be reasonably predicted according to the ACI-549.

^{[18]}To take full advantage of moso bamboo, a series of bending tests were carried out on bamboo pipes (RBP), hollow bamboo pipes (HBP, without bamboo membrane) and bamboo pipes with concrete(BPC), and analyzed such as bending strength, flexural bearing capacity, deformation law, failure characteristics and other test results.

^{[19]}Based on the finite element results, the force mechanism, failure mode, flexural bearing capacity and rotational stiffness of the nodes are analyzed, and some parameter design suggestions are proposed: the thickness of the supporting plate should not be less than 8mm, and the bolt diameter should not be less than 20mm.

^{[20]}The flexural bearing capacity of a segmental lining structure, mainly comprising the flexural bearing capacities of segments and the compression-bending capacities of joints, is an important index for evaluating the mechanical performance of a shield tunnel.

^{[21]}Welding steel at locations dominant by the bending moment is an effective way to improve flexural bearing capacity.

^{[22]}Results showed that adding glue provided flexural rigidity, whereas assembly using self-tapping screws resulted in built-up beams with high ductility but relatively low flexural bearing capacity.

^{[23]}The results indicated that the flexural bearing capacity of the RRC beam decreased with increasing tension reinforcement corrosion level.

^{[24]}CFRP sheets strengthening improved the flexural bearing capacity and stiffness of the fire-damaged slab, however, reduced the ductility of the fire-damaged slab.

^{[25]}The numerical results suggested that the diameter of the steel bolts and the reinforcement ratio have a limited effect on the flexural bearing capacity of the steel tube slab beams, and the ultimate bearing capacity increases linearly along with increase in the diameter of the steel bolts and the reinforcement ratio in a certain range.

^{[26]}A static tensile experiment was carried out to investigate the flexural bearing capacity of external stiffening ring joints between concrete-filled square steel tubular column and steel beam.

^{[27]}