Original scientific paper

https://doi.org/10.17559/TV-20200522095124

Experimental Study on the Bearing Capacity of Glass Deck under the Condition of Vehicle Traffic

Peng Tang* ; School of Highway, Chang'an University, Xi'an 710064, Shaanxi Province, P. R. China; Nanyang Institute of Technology, Nanyang 473004, Henan Province, P. R. China
Sai Gong ; School of Highway, Chang'an University, Xi'an 710064, Shaanxi Province, P. R. China; Nanyang Institute of Technology, Nanyang 473004, Henan Province, P. R. China
Peng Liang ; School of Highway, Chang'an University, Xi'an 710064, Shaanxi Province, P. R. China
Gao Cheng ; School of Highway, Chang'an University, Xi'an 710064, Shaanxi Province, P. R. China

Abstract

In order to study the mechanical properties of the glass plate structure applied to the automobile bridge deck, the bearing capacity test of the glass bridge deck under the wheel load is carried out, and the failure mode, load displacement curve and safety function of the glass plate under the boundary, position and number of layers of the wheel load are analyzed. The results show that the ultimate bearing capacity of laminated glass under the condition of simply supported boundary on both sides is about four sides supported 71.8%. The ultimate bearing capacity of single-layer glass under the boundary condition of simple support on both sides is about four sides 51.4% from the point of view of meeting the structural strength requirements. The loading test is carried out by applying different multiple wheel loads at the plate angle and the center of the plate. The test results can provide reference for the application of the glass bridge deck in engineering.

Keywords

bearing capacity experiment; boundary condition; glass plate; wheel load; wheel pressure position

Hrčak ID:

258198

URI

https://hrcak.srce.hr/258198

Publication date:

6.6.2021.

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