@ARTICLE{Zhang_Kexin_X._Research_2021,
 author={Zhang, Kexin X. and Qi, Tianyu Y. and Xue, Xingwei W. and Li, Yanfeng F. and Zhu, Zhimin M.},
 volume={vol. 67},
 number={No 2},
 journal={Archives of Civil Engineering},
 pages={581-595},
 howpublished={online},
 year={2021},
 publisher={WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES},
 abstract={Two-way curved arch bridges inherit the fine tradition of masonry structures, making full use of the advantages of prefabricated assembly, it adapts to the situation of no support construction and no large lifting machine and tools, and has the characteristics of convenient construction method and saving material consumption. In appearance, the two-way curved arch bridge has strong national cultural characteristics. The prefabricated components of the two-way curved arch bridge are fragmentary, complicated in bearing and poor in integrity. Most of the two-way curved arch bridges in service have been built for a long time and lack of maintenance and management. Increasing the cross-section reinforcement method is one of the two-way curved arch reinforcement methods. It has a significant effect, convenient construction, good rigidity and stability characteristics after the reinforcement. Through theoretical analysis, combined with a static load test results of the assessment of the bridge reinforcement effect. Through load test, it is found that the deflection of the arch rib after reinforcement is reduced by 9%~19% and the strain of the arch rib is reduced by 12%~22%. Through finite element calculation, the crack width of the reinforced arch rib decreases by 8.3%~14.2%. The results show that the stress and deflection are greatly improved by the method of increasing section.},
 type={Article},
 title={Research on reinforcement technology of existing double-way curved arch bridge},
 URL={http://journals.pan.pl/Content/120013/35.ACE-00241v.3_B5.pdf},
 doi={10.24425/ace.2021.137186},
 keywords={increasing the cross-section reinforcement method, two-way curved arch bridge, reinforcement effect},
}