Results 51 to 60 of about 8,075 (231)
Enhancing hard X‐ray beamline performance at SwissFEL through spontaneous radiation measurements
Methods using spontaneous radiation to monitor and optimize the Aramis hard X‐ray beamline are presented, together with the eight‐year evolution of these improvements and the resulting record performance.The hard X‐ray beamline (Aramis) of the Swiss free‐electron laser (SwissFEL) has been in user operation since the end of 2017 and its performance has ...
Christoph Kittel +12 more
wiley +1 more source
Study on ultimate strength of box girder under single/cyclic bending and torsion combined loading
ObjectiveThis study analyzes the impact of initial imperfections and the combined loading of bending and torsion on the ultimate strength, residual bearing capacity, and collapse characteristics of box girders under single/cyclic bending and torsion ...
Huwei CUI +4 more
doaj +1 more source
To investigate the relationship between load, damage, and fatigue life of complex engineering components under stress, this paper modifies the existing continuous nonlinear damage model based on the distortion energy density theory to reflect the usage and stress characteristics of Q345 steel components in bridges.
Yonzhi Lin +7 more
wiley +1 more source
Stability of Steel Decks in Cable Stayed Bridges Having Delta Framing Towers [PDF]
Steel decks in cable stayed Bridges with Delta Framing Towers are considered one of the most important types incable stayed bridge category (truss girders or box steel girders).
doaj +1 more source
This study focuses on simply supported railway box girder bridges with pre‐existing cracks under high‐speed train loading. A vehicle–bridge coupled vibration model is established, and three‐dimensional dynamic stress intensity factors at the crack tip under various loading conditions are obtained using the interaction integral method.
Wei-biao Zhang +8 more
wiley +1 more source
The Effect and Mechanical Mechanism of Intermediate Diaphragms in Prefabricated T‐Beam Bridges
Current bridge design codes stipulate that prefabricated T‐beam bridges must include intermediate diaphragms, with spacing not exceeding 10 m. However, the construction of these diaphragms entails extensive overhead work, elevated safety risks, and significant challenges in quality control.
Shuai Zhou +3 more
wiley +1 more source
Reliability Assessment of Simply Supported Beam Bridge Structural Performance Based on Load Tests
Currently, bridge load tests use the verification coefficient to evaluate the structural performance of bridges in China, but this method is unsuitable. This paper presents a method that utilizes reliability to compare the actual bridge structural performance with the designed performance. Reliability functions for strain and deflection in load testing
Xuzheng Liu +6 more
wiley +1 more source
Study of Secondary Effects of Fatigue Cracks in Cross Partitions of Steel Plate Reinforced Steel Box Girders [PDF]
Yan Liu +5 more
openalex +1 more source
Study on Mechanical Behavior of Longitudinal Wet Joints of Prefabricated Assembled Beam
This study investigates the impact of various interface construction techniques on the bending strength of longitudinal wet joints in bridge superstructures through experimentation. A functional relationship between measured bending strength and theoretical shear strength values is established by finite element simulation.
Keke Peng, Qiming Pan, Arnab Biswas
wiley +1 more source
In this study, an effective and accurate theoretical analysis method for predicting the shear lag effect in the thin-walled single-box multicell box girder is presented.
Xiayuan Li +4 more
doaj +1 more source

