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Flexural performance predictions of prefabricated bridge deck panels connected with CFRP tendons and UHPC grout
Highlights The novel connection configuration between PBDPs was introduced. Improved predicted models for cracking moment and deflection were developed. The improved models and FE models were validated by flexural experiments. The effect of design parameters on the flexural performance of PBDPs was analyzed.
Abstract The cracking moment and deflection of prefabricated bridge deck panels (PBDPs) with connections are the critical indexes to assess their crack resistance and reliability. This paper presented improved prediction models for estimating the flexural performance, especially cracking moment and deflection, of PBDPs connected with CFRP tendons and UHPC grout. Afterwards, comparisons between experimental data and predicted cracking moment, moment capacity, and moment-deflection curves showed desired agreement. In addition, a finite element (FE) model was established and its reliability was verified by the comparison of moment-deflection curves between the FE model, predicted results, and tests. A parametric study was conducted to evaluate the influence of design parameters on flexural performance. The results show that the existing equations in the literature for calculating the effective moment of inertia cannot accurately predict that of PBDPs with novel connections. The improved performance prediction models have reasonable accuracy for flexural performance, including cracking moments, flexural capacity, and moment-deflection responses. The diameter and initial stress of CFRP, as well as concrete strength, have a positive influence on the performance of PBDPs connected with the proposed connections under bending moment.
Flexural performance predictions of prefabricated bridge deck panels connected with CFRP tendons and UHPC grout
Highlights The novel connection configuration between PBDPs was introduced. Improved predicted models for cracking moment and deflection were developed. The improved models and FE models were validated by flexural experiments. The effect of design parameters on the flexural performance of PBDPs was analyzed.
Abstract The cracking moment and deflection of prefabricated bridge deck panels (PBDPs) with connections are the critical indexes to assess their crack resistance and reliability. This paper presented improved prediction models for estimating the flexural performance, especially cracking moment and deflection, of PBDPs connected with CFRP tendons and UHPC grout. Afterwards, comparisons between experimental data and predicted cracking moment, moment capacity, and moment-deflection curves showed desired agreement. In addition, a finite element (FE) model was established and its reliability was verified by the comparison of moment-deflection curves between the FE model, predicted results, and tests. A parametric study was conducted to evaluate the influence of design parameters on flexural performance. The results show that the existing equations in the literature for calculating the effective moment of inertia cannot accurately predict that of PBDPs with novel connections. The improved performance prediction models have reasonable accuracy for flexural performance, including cracking moments, flexural capacity, and moment-deflection responses. The diameter and initial stress of CFRP, as well as concrete strength, have a positive influence on the performance of PBDPs connected with the proposed connections under bending moment.
Flexural performance predictions of prefabricated bridge deck panels connected with CFRP tendons and UHPC grout
Hu, Menghan (author) / Jia, Zhenlei (author) / Xu, Li (author) / Han, Qiang (author) / Jiao, Chiyu (author) / Long, Peiheng (author)
Engineering Structures ; 285
2023-03-18
Article (Journal)
Electronic Resource
English
| European Patent Office | 2022
Polypropylene FRC Bridge Deck Slabs Transversely Prestressed with CFRP Tendons
| Online Contents | 1998