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Experimental study on flexural performance of reinforced concrete beams with HRB635 high-strength reinforcement
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Pengcheng SONG1, Yi SHEN2, Xun CHONG1, Xianguo YE1, Qing JIANG1, Huiling SHA1, Zixing CHEN1
Earthquake Engineering and Engineering Dynamics | 2024, 44(2) : 108 - 115
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Earthquake Engineering and Engineering Dynamics | 2024, 44(2): 108-115
Experimental study on flexural performance of reinforced concrete beams with HRB635 high-strength reinforcement
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Pengcheng SONG1, Yi SHEN2, Xun CHONG1, Xianguo YE1, Qing JIANG1, Huiling SHA1, Zixing CHEN1
Affiliations
  • 1.College of Civil Engineering, Hefei University of Technology, Hefei 230009, China
  • 2.Anhui High-Way Real Estate Group Co., Ltd., Hefei 230061, China
doi: 10.13197/j.eeed.2024.0212
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Flexural performance tests on 11 beams of full-scale reinforced concrete (RC) with HRB635 high-strength reinforcement were carried out to investigate their damage mechanism, failure mode as well as strength and ductility. The feasibility of the Chinese code formulae for calculating the ultimate flexural load bearing capacity and the maximum crack width of flexural components was also assessed for RC beams with high-strength reinforcement. The results indicate that the mechanical behavior and damage mechanism of the RC beams with HRB635 high-strength reinforcement are basically identical to those of RC beams with common reinforcement. The tensile high-strength reinforcements yielded first, then the compressive concrete crushed, and the tensile strength of the high-strength reinforcements can be fully utilized. The ultimate flexural moments of the test specimens calculated by the Chinese code were close to those of the test values, indicating that the flexural load bearing capacity of the beams with high-strength reinforcement can still be calculated according to the current Chinese code. The tested maximum crack widths of the specimens under serviceability limit state all exceeded the limit value of flexural structural components under short-term load, indicating that the design of RC beams with high-strength reinforcements may be controlled by the serviceability limit state rather than ultimate limit state. The calculated maximum crack widths were close to the tested ones, while the calculated results were slightly larger.

HRB635 high-strength reinforcement  /  reinforced concrete beam  /  flexural performance  /  experimental study
Pengcheng SONG, Yi SHEN, Xun CHONG, Xianguo YE, Qing JIANG, Huiling SHA, Zixing CHEN. Experimental study on flexural performance of reinforced concrete beams with HRB635 high-strength reinforcement[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (2) : 108 -115 . DOI: 10.13197/j.eeed.2024.0212
Year 2024 volume 44 Issue 2
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doi: 10.13197/j.eeed.2024.0212
  • Receive Date:2022-12-07
  • Online Date:2026-03-30
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  • Received:2022-12-07
  • Revised:2023-03-10
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    1.College of Civil Engineering, Hefei University of Technology, Hefei 230009, China
    2.Anhui High-Way Real Estate Group Co., Ltd., Hefei 230061, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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