Nonlinear behaviour of pultruded decks due to morphing of tyre loads-Reference-Cited by-同舟云学术

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Nonlinear behaviour of pultruded decks due to morphing of tyre loads

Published:2023-01 Issue: Volume:274 Page:115146
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Yang Zhaotian,Sebastian Wendel

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference36 articles.

1. AASHTO, Standard Specifications for Highway Bridges, 16th ed. Washington, D.C.: American Association of State Highway and Transportation Officials; 1996.

2. AASHTO. AASHTO LRFD Bridge Design Specifications, 2nd ed. Washington, D.C.: American Association of State Highway and Transportation Officials; 1998.

3. Anonymous. ABAQUS User Manual Version 6.14, Dassault Systems Simulia Corporation; 2014.

4. Fatigue and strength evaluation of two glass fiber-reinforced polymer bridge decks;Brown;J Bridge Eng,2010

5. BS 5400. Part 10: Steel, concrete and composite bridges, Code of practice for fatigue. London: British Standards Institution; 1980.

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Measurement of the three-directional contact force using a smart tire with a force sensor;Vehicle System Dynamics;2024-01-11

2. Flexural property study of multiaxial fiber reinforced polymer sandwich panels with pultruded profile cores;Thin-Walled Structures;2023-08

3. Tyre contact surface for the fatigue design of orthotropic steel bridge decks;Engineering Structures;2023-05

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