Work

Load-carrying capacity prediction method of box girder bridges based on diagnostic load testing

Year: 2026

Type: article

Abstract: Current bridge evaluation methods can give the bridge load-carrying capacity at the moment of field inspection and load testing. However, the evolution rule of the load-carrying capacity is also important since these testing cannot be implemented frequently. In order to accurately predict the bridge load-carrying capacity after load testing, this study first introduces the bridge initial load-carrying capacity calibration method by diagnostic load testing based on Chinese and US evaluation code. Then, the resistance degradation model is established to simulate the degradation path of bridge resistance based on the Gamma process. Combining the results of the initial resistance calibration and the degradation model, the time-varying bridge safety factor prediction method is proposed. Finally, the proposed method is verified through a prestressed concrete continuous box girder bridge load-carrying capacity prediction example, the safety factor prediction results in the unfavorable cross sections is given combined with diagnostic load test data. The outcome of this paper can provide a basis for management decisions such as bridge reinforcement, demolition and replacement after bridge load testing.

Source: Lifeline Emergency and Safety

DOI: 10.26599/lles.2025.9660007

Authors: Meng-Di Yang, Xu Zheng, Yu Zhou, Ting-Hua Yi

Institutions: Dalian University of Technology, Hunan University, Beijing University of Civil Engineering and Architecture, Anhui Jianzhu University

Language: English

Topic: Structural Engineering and Materials Analysis

Subfield: Civil and Structural Engineering

Field: Engineering

Domain: Physical Sciences

SDG: Industry, innovation and infrastructure

Open Access status: hybrid

Funder: National Natural Science Foundation of China