Journal of Jilin University(Engineering and Technology Edition) ›› 2024, Vol. 54 ›› Issue (9): 2502-2510.doi: 10.13229/j.cnki.jdxbgxb.20221405

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Flexural stiffness and bearing capacity of corrugated steel plate composite structures reinforced by concrete

Bao-dong LIU1(),Fang LI1,Xiao-xi WANG1,Meng GAO2   

  1. 1.School of Civil Engineering，Beijing Jiaotong University，Beijing 100044，China
    2.Shandong Provincial Communication Planning and Design Institute Group Co. ，Ltd. ，Jinan 250031，China
  • Received:2022-09-12 Online:2024-09-01 Published:2024-10-28

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Abstract:

In order to enhance the load-bearing capacity of single-layer corrugated steel plates （CSP）， bolts were welded on the CSP as shear connectors， and then a concrete layer was poured on the CSP to jointly bear the force. Three concrete-reinforced corrugated steel plate assemblies were statically loaded to analyze the effect of different concrete thicknesses on the force behavior of the structure， which verified the reliability of welded studs as shear connectors. The test results show that compared with a single corrugated steel plate， the load-bearing capacity of the composite slab was increased by 60%-111%， and flexural stiffness was more than 4 times. Based on the force performance of corrugated steel plate-concrete （CSPC） composite slab， the calculation method applicable to the flexural stiffness of corrugated steel composite slab was proposed. The numerical model were established in the ABAQUS software to verify the reliability. This study provides design references for the application of concrete reinforced corrugated steel composite structures in long span bridges and culverts.

Key words: bridge engineering, composite structure, corrugated steel plate, flexural behavior

CLC Number: 

  • TU398

Table 1

Design parameters of test specimens"

试件编号h/mmhc/mmb/mm横截面示意图
CSP0550600
CP111560600
CP213580600
CP3155100600

Fig.1

Size and structure of test specimens （unit：mm）"

Table 2

Results of material test"

种类fc /MPaEc/GPafy/MPafu/MPaEs/GPa
混凝土44.933.6———
钢材——444.94513.32206

Fig.2

Schematic diagram of test loading"

Fig.3

Measuring point arrangement of test specimens"

Fig.4

Failure modes of CSPCP specimens"

Table 3

Main test results of CSPCP specimens"

试件编号Ps/kNPu/kNMu/（kN?m-1）Mp/（kN?m-1）Mu / Mpεc/10-3εsc/10-3εst/10-3
CSP0—99.0019.8019.131.04———
CP1107.59158.9631.7948.560.65-1.67-1.352.46
CP2100.46185.9637.1962.320.60-1.77-2.284.82
CP3171.71209.4741.8965.000.64-1.09-1.342.46

Fig.5

Load-deflection curves of test specimens"

Fig.6

Load-strain relationship of test specimens"

Fig.7

Comparison of load-strain relationship among the three specimens at the top of mid-span concrete"

Fig.8

Schematic diagram of normal section of composite plate"

Fig.9

Comparison of the calculated results and test results"

Fig.10

Comparison between simulated results and test results load-midspan displacement curves"

Fig.11

Load-deflection curves of parameter analysis"

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