Veneer Force and Bridges without Disrupting Traffic Reinforcement Technology

DOI

10.2991/ame-16.2016.215How to use a DOI?

Keywords

reinforcement effect, veneer force, without interrupting traffic, hinge joints disease classification, fissure dispensing, strengthening effect

Abstract

In this paper, "the board by force" plate girder bridge as the research object, proposed plate girder bridge Fissure assessment index grading disease;introduced without disrupting traffic hinge joints reinforced plastic injection force veneer bridge construction technology; for a 5-15m hollow slab bridge Veneer Force Beam hinge joints were reinforced plastic injection, the use of the use of space finite element analysis software MIDAS / Civil build bridges finite element model, hinge joints for plastic injection after Reinforced veneer slab deflection force and deflection adjacent slab differential analysis and calculation, through field testing appearance after the bridge hinge seam reinforcement, and real-time monitoring and after Reinforced veneer slab deflection and force changes in the adjacent slab deflection differential case, the effect of strengthening the force veneer bridge hinge joints reinforced plastic injection method for verification.

Copyright

© 2016, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

Download article (PDF)

TY  - CONF
AU  - Bao-Qin Han
PY  - 2016/06
DA  - 2016/06
TI  - Veneer Force and Bridges without Disrupting Traffic Reinforcement Technology
BT  - Proceedings of the 2nd Annual International Conference on Advanced Material Engineering (AME 2016)
PB  - Atlantis Press
SP  - 1325
EP  - 1329
SN  - 2352-5401
UR  - https://doi.org/10.2991/ame-16.2016.215
DO  - 10.2991/ame-16.2016.215
ID  - Han2016/06
ER  -