收藏切换
Finite Element Analysis of Flexural Properties of Reinforced Concrete Beams by FRGM
收藏切换
PDF
Zhen LEI, Sai ZHANG, Hui MA, Yu-min LUO, Jing-quan SHENG
Science Technology and Engineering | 2025, 25(19) : 8167 - 8178
Less
收藏切换
Science Technology and Engineering | 2025, 25(19): 8167-8178
Papers∙Architectural Science
Finite Element Analysis of Flexural Properties of Reinforced Concrete Beams by FRGM
Full
Zhen LEI, Sai ZHANG, Hui MA, Yu-min LUO, Jing-quan SHENG
Affiliations
  • School of Architecture and Planning, Yunnan University, Kunming 650504, China
Published: 2025-07-08 doi: 10.12404/j.issn.1671-1815.2406955
Outline
收藏切换

In order to explore the strengthening effect of reinforced concrete beams strengthened by carbon fiber reinforced polymer reinforced geopolymer matrix (FRGM), the mechanical properties of reinforced concrete beams reinforced with flexural reinforcement reinforced concrete in FRGM system were studied by numerical simulation. Three-dimensional finite element models were established to simulate the failure mode, characteristic load and load-mid-span deflection curve of reinforced concrete beams reinforced by FRGM system, and the influence of the thickness and length of the FRGM layer and the pre-damage degree of the original specimen on the reinforcement effect was discussed. The results show that the thickness of the FRGM layer has no obvious effect on the ultimate bearing capacity of reinforced concrete beam, and the increase range is 72.29%~79.38%, but the stiffness of the FRGM layer is improved to a certain extent, up to 38%. The ultimate bearing capacity of reinforced concrete beams can be increased by increasing the length of the FRGM layer, but with the increase of the length of the FRGM layer, the increase of the ultimate bearing capacity gradually weakens, indicating that there is no linear increase relationship between the length of the FRGM layer and the ultimate bearing capacity. Compared with the original components, the bearing capacity of reinforced concrete beam members is improved to a certain extent after pre-damage reinforcement(36.5%~73.66%), which shows the effectiveness of FRGM reinforcement method.

geopolymer matrix  /  CFRP bar  /  bending reinforcement  /  finite element model
Zhen LEI, Sai ZHANG, Hui MA, Yu-min LUO, Jing-quan SHENG. Finite Element Analysis of Flexural Properties of Reinforced Concrete Beams by FRGM[J]. Science Technology and Engineering, 2025 , 25 (19) : 8167 -8178 . DOI: 10.12404/j.issn.1671-1815.2406955
Year 2025 volume 25 Issue 19
PDF
211
103
Cite this Article
BibTeX
Article Info
doi: 10.12404/j.issn.1671-1815.2406955
  • Receive Date:2024-09-17
  • Online Date:2025-12-22
  • Published:2025-07-08
Article Data
Affiliations
History
  • Received:2024-09-17
  • Revised:2025-01-07
Funding
Affiliations
    School of Architecture and Planning, Yunnan University, Kunming 650504, China
References
Share
https://castjournals.cast.org.cn/joweb/kxjsygc/EN/10.12404/j.issn.1671-1815.2406955
Share to
QR

Scan QR to access full text

Cite this article
BibTeX
Citations
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
关闭全屏
  • BibTeX
  • EndNote
  • RefWorks
  • TxT