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RISS 인기검색어
- 검색키워드
- 저자 : Jianan Qi (검색결과 6 건)
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Shear performance of an innovative UHPFRC deck of composite bridge with coarse aggregate
Qi, Jianan,Wanga, Jingquan,Feng, Yu Techno-Press 2019 Advances in concrete construction Vol.7 No.4
This paper presents an experimental study on the structural performance of an innovative ultra-high performance fiber reinforced concrete (UHPFRC) deck with coarse aggregate of composite bridge under shear force. Test parameters included curing method and shear span-to-height ratio. Test results indicated that more short fine cracks developed beside the existing cracks due to the randomly dispersed fibers, resulting in re-distributing and homogenizing of the concrete stress beside cracks and allowing for the occurrence of more cracks with small spacing compared to normal strength concrete beams. Curing methods, incorporating steam curing and natural curing, did not have obvious effect on the nominal bending cracking strength and the ultimate strength of the test specimens. Shear reinforcement need not be provided for UHPFRC decks with a fiber volume fraction of 2%. UHPFRC decks showed superior load resistance ability after the appearance of cracks and excellent post-cracking deformability. Lastly, the current shear provisions were evaluated by the test results.
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Static behavior of stud shear connectors with initial damage in steel-UHPC composite bridges
Qi, Jianan,Tang, Yiqun,Cheng, Zhao,Xu, Rui,Wang, Jingquan Techno-Press 2020 Advances in concrete construction Vol.9 No.4
For steel-concrete girders made composite using shear studs, initial damage on studs induced by weld defect, unexpected overloading, fatigue and others might degrade the service performance and even threaten the structural safety. This paper conducted a numerical study to investigate the static behavior of damaged stud shear connectors that were embedded in ultra high performance concrete (UHPC). Parameters included damage degree and damage location. The material nonlinear behavior was characterized by multi-linear stress-strain relationship and damage plasticity model. The results indicated that the shear strength was not sensitive to the damage degree when the damage occurred at 2/3d (d is the stud diameter) from the stud root. An increased stud area would be engaged in resisting shear force as the distance of damage location from stud root increased and the failure section becomes inclined, resulting in a less reduction in the shear strength and shear stiffness. The reduction factor was proposed to consider the degradation of the shear strength of the damaged stud. The reduction factor can be calculated using two approaches: a linear relationship and a square relationship with the damage degree corresponding to the shear strength dominated by the section area and the nominal diameter of the damaged stud. It was found that the proposed method is preferred to predict the shear strength of a stud with initial damage.
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Jianan Qi,Zhao Cheng,Jingquan Wang,Yutong Zhu,Wenchao Li 국제구조공학회 2020 Structural Engineering and Mechanics, An Int'l Jou Vol.75 No.1
This paper presents a full-scale experimental test to investigate the flexural behavior of an innovative dovetail ultra-high performance concrete (UHPC) joint designed for the 5th Nanjing Yangtze River Bridge. The test specimen had a dimension of 3600 × 1600 × 170 mm, in accordance with the real bridge. The failure mode, crack pattern and structural response were presented. The ductility and stiffness degradation of the tested specimens were explicitly discussed. Test results indicated that different from conventional reinforced concrete slabs, well-distributed cracks with small spacing were observed for UHPC joint slabs at failure. The average nominal flexural cracking strength of the test specimens was 7.7 MPa, signifying good crack resistance of the proposed dovetail UHPC joint. It is recommended that high grade reinforcement be cooperatively used to take full advantage of the superior mechanical property of UHPC. A new ductility index, expressed by dividing the ultimate deflection by flexural cracking deflection, was introduced to evaluate the post-cracking ductility capacity. Finally, a strut-and-tie (STM) model was developed to predict the ultimate strength of the proposed UHPC joint.
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Qi Wang,Qianqun Ma,Jianan Zhou,Kongwen Wang 한국증권학회 2023 Asia-Pacific Journal of Financial Studies Vol.52 No.4
This study examines whether differentiated disclosure of key audit matter (KAM) in China indicates a higher financial misstatement risk. Our empirical study demonstrates that financial statements with less boilerplate KAM are more likely to be subsequently restated than those with more boilerplate KAM. This association is only pronounced for smaller auditing firms in stronger legal environments. Additionally, auditors who report differentiated KAM are likely to disclose more risk‐related information. Moreover, clients are more likely to restate financial reports when the KAM relates to managers' subjective estimations.
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Identification of a mimotope of an infectious bronchitis virus S1 protein
Jingming Zhou,Jianan Li,Yanghui Li,Hongliang Liu,Yanhua Qi,Aiping Wang 대한수의학회 2021 Journal of Veterinary Science Vol.22 No.4
The S1 protein of the infectious bronchitis virus (IBV) is a major structural protein that induces the production of the virus-neutralization antibodies. The monoclonal antibody against the IBV M41 S1 protein was used as a target for biopanning. After three rounds of biopanning, randomly selected phages bound to the monoclonal antibody. Sequence analysis showed that the dominant sequence was SFYDFEMQGFFI. Indirect competitive enzyme-linked immunosorbent assay showed that SFYDFEMQGFFI is a mimotope of the S1 protein that was predicted by PepSurf. The mimotope may provide information for further structural and functional analyses of the S1 protein.
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Experimental and numerical study on static behavior of grouped large-headed studs embedded in UHPC
Yuqing Hu,Guotang Zhao,Zhiqi He,Jianan Qi,Jingquan Wang 국제구조공학회 2020 Steel and Composite Structures, An International J Vol.36 No.1
The static behavior of grouped large-headed studs (d = 30 mm) embedded in ultra-high performance concrete (UHPC) was investigated by conducting push-out tests and numerical analysis. In the push-out test, no splitting cracks were found in the UHPC slab, and the shank failure control the shear capacity, indicating the large-headed stud matches well with the mechanical properties of UHPC. Besides, it is found that the shear resistance of the stud embedded in UHPC is 11.4% higher than that embedded in normal strength concrete, indicating that the shear resistance was improved. Regarding the numerical analysis, the parametric study was conducted to investigate the influence of the concrete strength, aspect ratio of stud, stud diameter, and the spacing of stud in the direction of shear force on the shear performance of the large-headed stud. It is found that the stud diameter and stud spacing have an obvious influence on the shear resistance. Based on the test and numerical analysis results, a formula was established to predict the load-slip relationship. The comparison indicates that the predicted results agree well with the test results. To accurately predict the shear resistance of the stud embedded in UHPC, a design equation for shear strength is proposed. The ratio of the calculation results to the test results is 0.99.
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