Results 81 to 90 of about 577 (212)

Corrugated webs and lateral restraints in plate girders for bridges [PDF]

open access: yes
In the thesis two problems have been studied: the first one is the use of corrugated webs in plate girders for composite bridges; the second one is the study of lateral restraints in composite bridges.
Cafolla, Janka
core  

Research on bending-torsional behaviors of steel-concrete composite beam with corrugated steel webs

open access: yesJournal of Hebei University of Science and Technology, 2022
To further reveal the cracking mechanism and the bending-torsional failure mode caused by the bending-torsional behaviors of the steel-concrete composite beam with corrugated steel webs,model experiments were conducted on five test beams under the ...
Yunsheng LI   +3 more
doaj  

Integrating Composite Materials Throughout the Military Sector: A Review

open access: yesAdvances in Materials Science and Engineering, Volume 2026, Issue 1, 2026.
Composite materials have attracted considerable attention in the defense industry owing to their distinctive properties and wide‐ranging applications. This systematic review examines the current research landscape and recent advancements in the application of composite materials for defense purposes.
Mikru Birhan   +4 more
wiley   +1 more source

Comparative Study on Dynamic Response of Deck Pavement of Two Kinds of Box Girder Bridges under Moving Loads

open access: yesShock and Vibration, 2019
The objective of this study is to analyse the difference of dynamic response of the deck pavement between a box girder bridge with corrugated steel webs and a concrete web box girder bridge.
Chundi Si   +3 more
doaj   +1 more source

Bayesian Model Updating for a Long‐Span Bridge Considering Modeling Errors

open access: yesStructural Control and Health Monitoring, Volume 2026, Issue 1, 2026.
Finite element (FE) model updating methods are widely used in the field of structural health monitoring as well as performance evaluation. Whenever modeling is involved, whether it is a theoretical model or a FE model, the modeling error is a factor that will not be eliminated and has a significant impact on the model update results.
Zezhou Zhao   +4 more
wiley   +1 more source

Biological and Biologically Inspired Functional Nanostructures: Insights into Structural, Optical, Thermal, and Sensing Applications

open access: yesAdvanced Materials, Volume 37, Issue 51, December 23, 2025.
Biological and biologically‐inspired functional nanostructures with structural, thermal, optical, and sensing applications are reviewed. The role of nanoscale features in biological materials on performance is described, and their blueprints are used for bio‐inspired nanomaterials, synthesized using advanced techniques (i.e., photolithography, bio ...
Chao Hsuan (Joseph) Sung   +15 more
wiley   +1 more source

Behavior of Composite Box-Girder Bridges with Corrugated Steel Webs under Eccentric Loading

open access: yes, 2023
The incorporation of corrugated steel webs in composite box-girder bridges has greatly improved their structural performance. However, the low axial stiffness of the shear-deformable corrugated steel webs also affects the structural behavior under the ...
Chen, Xiachun   +7 more
core   +1 more source

Transverse load carrying capacity of sinusoidally corrugated steel webs with web openings

open access: yes, 2010
A study on the behavior and design of corrugated web steel beams with and without web openings is presented. In the literature, the web opening problem in steel beams was dealt with mostly for steel beams with plane web plates and research on the effect ...
SEÇKİN, EDİP   +2 more
core  

Influence of External Tendons on Dynamic Characteristics of Box Girder with Corrugated Steel Webs

open access: yes, 2010
Based on Miyamoto’s method, the natural frequency of prestressed box girder with corrugated steel webs considering the impact of external tendons was obtained. And the result was modified based on the finite element model.
Bao Dong Liu, Peng Fei Li, Jian Bo Chen
core   +1 more source

Home - About - Disclaimer - Privacy