Failure Modes Analysis of Stone Arch Bridges
Auteur(s): |
Song Jun
Wang Fumin Shi Kang |
---|---|
Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | The Open Civil Engineering Journal, mars 2016, n. 1, v. 9 |
Page(s): | 442-449 |
DOI: | 10.2174/1874149501509010442 |
Abstrait: |
A destruction test based on the bridge safety appraisal is one way to verify the failure law of an actual bridge. In this paper, a stone arch bridge in a 1:10 scale model and with a span of 60 m (namely, an arch bar of the same length as the object of test) has been tested, methods of its whole test and loading process introduced, and ultimate bearing capacity, deflection and development rules of cracks in the loading process figured out. With the clarification of destruction mechanism, the ultimate forms of disease and remaining height of section have been acquired and, finally, the destruction theory of stone arch bridges has been verified and optimized. |
Copyright: | © 2016 Song Jun et al. |
License: | Cette oeuvre a été publiée sous la license Creative Commons Attribution 4.0 (CC-BY 4.0). Il est autorisé de partager et adapter l'oeuvre tant que l'auteur est crédité et la license est indiquée (avec le lien ci-dessus). Vous devez aussi indiquer si des changements on été fait vis-à-vis de l'original. |
1.55 MB
- Informations
sur cette fiche - Reference-ID
10175595 - Publié(e) le:
30.12.2018 - Modifié(e) le:
02.06.2021