Author:
Shi Jing Xian,Cheng Ying Jie
Abstract
Found in the routine quality inspection of highway bridge that many vertical fractures on the main beam (10mT beam) of the steel reinforced concrete arch bridge near the hydropower station. In order to grasp the bearing capacity of this bridge under working conditions with cracks, the static load and dynamic load test of box arch bridge are carried out. The Midas civil theory is calculated by using the special plate trailer - 300 as the calculation load, and the deflection and stress of the critical section are tested by the equivalent cloth load in the test vehicle. The pulsation test, obstacles and no obstacle driving test were carried out. Experimental results show that the bridge under the condition of the test loads is in safe condition, main bearing component of the strength and stiffness meet the design requirements, the crack width does not increase, in the process of loading bridge overall work performance is good.
Reference10 articles.
1. Hai-peng Wang, Study on the Bearing Capacity Estimation of Deck Type Concrete Box Arch Bridge Based on Load Test [J], CONSTRUCTION TECHNOLOGY, 2015(09):33-35.
2. HU Yong, TAN Dong-lian Large-Tonnage Static Load Test and Simulation Analysison the Approach Way Bridge of a Hydropower Station[J]. esearch &Explore.2010(07).
3. Zhang Shuang Yang, Pu Qian Hui, Zhao Ren Da, Shi ZhouLoad Test Design and Stability Analysis of Basket Handle Arch Bridge with Reinforced Concrete[J]. Advanced Materials Research, 2014, 2837(838).
4. Moen Cristopher D., Shapiro Elaine E., Hart JuliaStructural Analysis and Load Test of a Nineteenth-Century Iron Bowstring Arch-Truss Bridge[J]. Journal of Bridge Engineering, 2013, 18(3).
5. Harris Devin K., Civitillo John M., Gheitasi AmirPerformance and Behavior of Hybrid Composite Beam Bridge in Virginia: Live Load Testing[J]. Journal of Bridge Engineering, 2016.