Nonlinear finite element analyses of FRP-reinforced concrete slabs using a new layered composite plate element

Zhu, Yang; Zhang, Y. X.

doi:10.1007/s00466-010-0485-1

Cited by 5 publications

(3 citation statements)

References 24 publications

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“…When calculating the thickness of the BFM reinforcement layer, it was proceeded from the solutions of structural mechanics for slabs. For slabs, this condition is expressed by the general differential equation [44,45].…”

Section: Creation Of An Analysis Modelmentioning

confidence: 99%

Reinforcement of Flexural Members with Basalt Fiber Mortar

Kurlapov

Klyuev

Biryukov

et al. 2021

Fibers

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Reconstruction of buildings and structures is becoming one of the main directions in the field of construction, and the design and production of works during reconstruction are significantly different from the ones of new buildings and structures. After carrying out a number of studies on the inspection of the technical condition of buildings in order to determine the effect of defects on the bearing capacity, the criteria for assessing the state of floor slab structures were identified. Conclusions on the state and further work of elements of reinforced concrete structures are considered. The authors achieve the aim of reinforcing flexural elements of reinforced concrete structures with fiber-reinforced mortar, which is especially important for floor elements with increased operational requirements. A technique for constructing a reinforcement layer using fiber-reinforced mortar from coarse basalt fiber has been developed. The parameters of basalt fiber in the reinforcement layer are substantiated. A method for solving problems of the operation of multilayer coatings under the influence of operational loads is used, in which the model prerequisites for describing the operation of layers are simplified, where the bearing layers are represented by classical Kirchhoff-Love plates. When solving problems, the maximum possible number of design features of flexural members is taken into account, in combination with appropriate experimental studies, the method allows us to consider all the variety of structures for reinforcing coatings and meet the needs of their practical application.

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Section: Creation Of An Analysis Modelmentioning

confidence: 99%

Reinforcement of Flexural Members with Basalt Fiber Mortar

Kurlapov

Klyuev

Biryukov

et al. 2021

Fibers

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“…Fig. (4) shows the configuration of the shear test, which consists of a self-made shearing-fixture, force-measuring sensor, and data logger. To simulate loads from vehicles, a vertical load was introduced to simulate braking force, a horizontal load was introduced using a spring to simulate force from vehicle wheels, and subsequently, the largest shear force was measured.…”

Section: Indoor Shear Testsmentioning

confidence: 99%

“…A number of experimental and theoretical investigations have been conducted on concrete slabs reinforced by CFRP in recent years. In particular, studies have focused on bearing capacities [2,3], mechanical calculations [4,5], anchorage methods [6], and durability properties [7], among others [8,9]. However, few studies have investigated the use of CFRP bonded on the top surface of bridge deck slabs.…”

Section: Introductionmentioning

confidence: 99%

Experimental Studies on Cohesion of Carbon Fibre Reinforced Polymer for Reinforcement of Bridge Deck Slabs

Tian¹,

Yu²,

Zhao³

et al. 2016

TOBCTJ

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Bridge deck slabs reinforced by carbon fibre reinforced polymer (CFRP) are subjected to a number of problems related to cohesion, such as slippage, disengaging, and debonding. In order to address such problems, we conducted indoor shear, stretching, and debonding tests, analysed the change rule of cohesion in these three different environments, and determined the optimum construction technique for improving the cohesion of CFRP. We found that to obtain acceptable shear strength, manufactured sand should be spread on the surface of the impregnating resin adhesive. Soaking, freeze thawing, and wheel grinding processes affected the tensile strength of the interface, which was related linearly to the shear strength of the interface. Following wheel grinding on an asphalt surface at high temperatures, the test value for the bearing-debonding capacity on a test slab was unchanged, and the effectiveness of the CFRP was still apparent. The influence of high-temperature wheel grinding can be ignored. This study can serve as a reference for the design of reinforced bridge deck slabs.

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