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Experimental study on seismic ductility performance of corrugated web PEC beam
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Tianyu LU1, Kejia YANG2, Jie LI3, Lu JIANG4, Hanzhong LOU1
Earthquake Engineering and Engineering Dynamics | 2024, 44(5) : 108 - 117
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Earthquake Engineering and Engineering Dynamics | 2024, 44(5): 108-117
Experimental study on seismic ductility performance of corrugated web PEC beam
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Tianyu LU1, Kejia YANG2, Jie LI3, Lu JIANG4, Hanzhong LOU1
Affiliations
  • 1.School of Civil Engineering and Architecture, Zhejiang Sci-Tech University, Hangzhou 310018, China
  • 2.School of Civil Engineering, Taizhou University, Taizhou 318000, China
  • 3.School of Engineering, Shanda University, Shanghai 201259, China
  • 4.Central Research Institute of Baowu Group, Shanghai 200126, China
doi: 10.13197/j.eeed.2024.0510
Outline
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Traditional partially encased composite(PEC) beams usually adopt straight web plates, however, such web plates exhibit lower shear carrying capacity and lack mechanical interlock with concrete, which hinders their collaborative performance. To address the adverse effects of straight web plates, this study proposes the utilization of corrugated web plates as a cross-sectional replacement, leading to a novel corrugated web PEC beam. Through low-cycle repeated loading tests, the seismic ductility performance of the corrugated web plate PEC beam under earthquake loads was analyzed. The influence of flange thickness and shear-span ratio on the load-bearing capacity, failure mode, deformation capacity, hysteresis energy dissipation capacity, and stiffness degradation of the sinusoidal corrugated web PEC beam were investigated. The research demonstrated that a properly designed corrugated web plate PEC beam exhibited favorable load-bearing capacity and seismic ductility performance. The shear-span ratio significantly affects the failure mode and ductility of the beam, while increase the flange thickness effectively and enhances the load-bearing capacity of section. However, excessively thick flanges can impact the collaborative performance between the steel section and concrete. In this experiment, specimens with smaller flange thickness and larger shear-span ratios demonstrated high compatibility between the steel section and concrete, resulting in full utilization of their ductility and energy dissipation capacity.

corrugated web  /  partially encased composite  /  low cycle repeated load test  /  load-bearing capacity  /  hysteresis energy dissipation
Tianyu LU, Kejia YANG, Jie LI, Lu JIANG, Hanzhong LOU. Experimental study on seismic ductility performance of corrugated web PEC beam[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (5) : 108 -117 . DOI: 10.13197/j.eeed.2024.0510
Year 2024 volume 44 Issue 5
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Article Info
doi: 10.13197/j.eeed.2024.0510
  • Receive Date:2023-08-17
  • Online Date:2026-03-30
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  • Received:2023-08-17
  • Revised:2023-12-08
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Affiliations
    1.School of Civil Engineering and Architecture, Zhejiang Sci-Tech University, Hangzhou 310018, China
    2.School of Civil Engineering, Taizhou University, Taizhou 318000, China
    3.School of Engineering, Shanda University, Shanghai 201259, China
    4.Central Research Institute of Baowu Group, Shanghai 200126, 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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