scholarly journals Dynamic amplification of a multi-span, continuous orthotropic bridge deck under vehicular movement

2015 ◽  
Vol 100 ◽  
pp. 718-730 ◽  
Author(s):  
A. Rezaiguia ◽  
N. Ouelaa ◽  
D.F. Laefer ◽  
S. Guenfoud
Keyword(s):  
Bridge Deck ◽  
Dynamic Amplification ◽  
Orthotropic Bridge Deck

scholarly journals A Study on Dynamic Amplification Factor and Structure Parameter of Bridge Deck Pavement Based on Bridge Deck Pavement Roughness

2018 ◽  
Vol 2018 ◽  
pp. 1-8
Author(s):  
Fei Han ◽  
Dan-hui Dan ◽  
Hu Wang
Keyword(s):  
Bridge Deck ◽  
Amplification Factor ◽  
Amplification Coefficient ◽  
Dynamic Amplification Factor ◽  
Vibration Load ◽  
Pavement Roughness ◽  
Composite Bridge ◽  
Dynamic Amplification ◽  
Cushion Layer ◽  
Bridge Deck Pavement

In order to study the coupled influence of deck pavement roughness and velocity on dynamic amplification factor, a 2-DOF 1/4 vehicle model is employed to establish the vehicle-bridge-coupled vibration system. The random dynamic load of running vehicle simulated by software MATLAB is applied on bridge deck pavement (BDP) through ANSYS software. Besides, the influence of BDP parameters on control stress under static load and random vibration load is analyzed. The results show that if the surface of BDP is smooth, the dynamic magnification coefficient would first increase and then decrease with increasing of vehicle velocity and reach its maximum value when v = 20 m/s; if the surface of BDP is rough, the maximal and minimum values of the dynamic amplification coefficient (DAC) occur, respectively, when the velocity reaches 10 m/s and 15 m/s. For a composite bridge deck with the cushion layer, the thickness of asphalt pavement should be not too thick or thin and better to be controlled for about 10 cm; with the increasing of cushion layer thickness, the control stress of deck pavement is all decreased and show similar change regularity under effect of different loads. In view of self-weight of structure, the thickness of the cushion layer is recommended to be controlled for about 4 cm.

09.04: Fatigue behaviour of the closed rib to deck and crossbeam joint in a newly designed orthotropic bridge deck

ce/papers ◽  
2017 ◽  
Vol 1 (2-3) ◽  
pp. 2378-2387
Author(s):  
Weijian Wu ◽  
Henk Kolstein ◽  
Milan Veljković ◽  
Richard Pijpers ◽  
Jos Vorstenbosch-Krabbe
Keyword(s):  
Bridge Deck ◽  
Fatigue Behaviour ◽  
Orthotropic Bridge Deck

scholarly journals Dynamic response of a multi-span, orthotropic bridge deck under moving truck loading with tandem axles

Diagnostyka ◽  
2019 ◽  
Vol 20 (4) ◽  
pp. 37-48 ◽  
Author(s):  
Youcef Fisli ◽  
Abdelouahab Rezaiguia ◽  
Salah Guenfoud ◽  
Debra Laefer
Keyword(s):  
Dynamic Response ◽  
Bridge Deck ◽  
Truck Loading ◽  
Orthotropic Bridge Deck
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