Research on strengthening stone arch bridge with CFRP rebars

2021 ◽  
Vol ahead-of-print (ahead-of-print) ◽  
Author(s):  
Kexin Zhang ◽  
Dachao Li ◽  
Xinyuan Shen ◽  
Wenyu Hou ◽  
Yanfeng Li ◽  
...  

PurposeThis paper aims to describe carbon fiber reinforced plastics (CFRP) bars as a way to strengthen a 40-year-old stone arch bridge. To investigate effectiveness of the strengthening method, fielding-load tests were carried out before and after strengthening.Design/methodology/approachHigh-strength CFRP bars with minor radius, high tensile strain and good corrosion resistance were used in this reinforcement. The construction process for strengthening with CFRP bars – including CFRP bars cutting, crack grouting, original structural surface treatment, implant drilling, CFRP bars installation and pouring mortar – was described. Ultimate bearing capacity of the bridge after strengthening was discussed.FindingsThe results of concrete stress and deflection show that the strength and stiffness of the strengthened bridge are improved. The strengthened way with CFRP bars is feasible and effective.Originality/valueThis paper describes CFRP bars as a way to strengthen a 40-year-old stone arch bridge.

2021 ◽  
Vol ahead-of-print (ahead-of-print) ◽  
Author(s):  
Kexin Zhang ◽  
Tianyu Qi ◽  
Dachao Li ◽  
Xingwei Xue ◽  
Zhimin Zhu

PurposeThe paper aims to investigate effectiveness of the strengthening method, the construction process monitoring, fielding-load tests before and after strengthening, and health monitoring after reinforcement were carried out. The results of concrete strain and deflection show that the flexural strength and stiffness of the strengthened beam are improved.Design/methodology/approachThis paper describes prestressed steel strand as a way to strengthen a 25-year-old continuous rigid frame bridge. High strength, low relaxation steel strand with high tensile strain and good corrosion resistance were used in this reinforcement. The construction process for strengthening with prestressed steel strand and steel plate was described. Ultimate bearing capacity of the bridge after strengthening was discussed based on finite element model.FindingsThe cumulative upward deflection of the second span the third span was 39.7 mm, which is basically consistent with the theoretical value, and the measured value is smaller than the theoretical value. The deflection value of the second span during data acquisition was −20 mm–10 mm, which does not exceed the maximum deflection value of live load, and the deflection of the bridge is in a safe state during normal use. Thus, this strengthened way with prestressed steel wire rope is feasible and effective.Originality/valueThis paper describes prestressed steel strand as a way to strengthen a 25-year-old continuous rigid frame bridge. To investigate effectiveness of the strengthening method, the construction process monitoring, fielding-load tests before and after strengthening and health monitoring after reinforcement were carried out.


2019 ◽  
Vol 809 ◽  
pp. 615-619 ◽  
Author(s):  
Gerhard Sinn ◽  
Gerald Singer ◽  
Leo Jocher ◽  
Miriam M. Unterlass ◽  
Harald Rennhofer ◽  
...  

Carbon fiber reinforced Plastics are materials with high strength and stiffness at low weight compared to metals. These properties make the materials ideal candidate for structures in aerospace applications, where they are often used under bending conditions. Due to the strongly anisotropic composition the CFRP typically fail in compression by fiber buckling. In order to improve this weakness, nanotube and nanofiber reinforced matrix was used to build CFRP. Four-point bending tests showed that stiffness and strength could be improved by the fillers, whereas negative influence was found on fracture energy.


2017 ◽  
Vol 8 (2) ◽  
pp. 131-148
Author(s):  
Danie Roy Anasco Bastin ◽  
Umesh Kumar Sharma ◽  
Pradeep Bhargava

Purpose The main aim of this research was to investigate the effectiveness of various strengthening techniques in restoring the structural performance of reinforced concrete (RC) beams damaged by elevated temperatures. Design/methodology/approach Three different strengthening techniques, namely, high-strength fibre reinforced concrete (HSFRC), ferrocement (FC) jacketing and externally bonded fibre-reinforced polymer (FRP) were used. Series of RC beams were casted, heated, strengthened and tested to investigate the influence of various variables. The variables of the study were type of strengthening and level of heat damage. Findings Externally bonded FRP was found to be the best among the various techniques, especially with respect to strength and stiffness restoration. On the contrary, the FRP strengthening was not that effective in restoring the energy absorption capacity of beams compared to HSFRC and FC techniques of strengthening. The chosen strengthening techniques were able to restore the failure mode of beams to flexural failure, which was found to have changed to shear failure in case of heated unstrenghthened beams. Originality/value This research program has contributed to the fundamental understanding of designing post fire retrofit solutions for RC beams.


2005 ◽  
Vol 297-300 ◽  
pp. 183-188
Author(s):  
Young Nam Kim ◽  
Young Jea Cho ◽  
Kil Sung Lee ◽  
Kwang Hee Im ◽  
Koung Suk Kim ◽  
...  

CFRP composite materials widely used as structural materials for airplanes, ships and aero space vehicles because of their high strength and stiffness. This study aims to investigate the effects of curvature and stacking sequence on the penetration characteristics of CFRP laminated shell. They are stacked to [02/902]S, [03/903]S and [02/903/0]S, [0/902/0]S, and their interlaminar numbers are two and four. We are manufactured to composite laminated shells with curvature radii of 100, 150, 200mm and ∞ (flat-plate), respectively. They were cure to the appropriate hardening temperature (130°C) at the vacuum bag of an autoclave. Composite laminated shells of dimensions 100㎜×140㎜ were prepared. The velocity of the steel ball that transversely impacts a specimen was measured both before and after impact by determining the time for the ball to pass two ballistic-screen sensors located at a known distance apart. In general, the kinetic energy after impact-kinetic energy before impact increased in all specimens. Absorbed energy increased as the curvature increased [03/903]S and [02/902]S which is small interlaminar number, was higher than four interlaminar specimen.


1945 ◽  
Vol 152 (1) ◽  
pp. 29-43 ◽  
Author(s):  
S. Livingston Smith

Synthetic resin materials, or “plastics”, offer so many attractive possibilities, particularly in respect of ease of manufacture, that every engineer must be anxious to assess the suitability of these materials to his own special field. The object of the present paper is to review the prospects of the use of plastics in mechanical engineering by their application to stressed parts, and attention is therefore concentrated on the mechanical properties of these materials. The paper touches on unfilled resins and on moulding powders but the main emphasis is laid on reinforced plastics and resin-treated woods, and on their possible use as structural members, gears, and bearings. At the same time, since the value of any material in engineering practice depends not only on its strength and stiffness but also on its general serviceability, some consideration is given to other characteristics, which may affect the behaviour of plastics under service conditions. A certain degree of molecular orientation is necessary to obtain high strength and stiffness in synthetic resins and, although strong artificial fibres such as nylon have been produced, the strong element in reinforced plastics is more often the natural cellulose fibre. The synthetic resin is used in an unoriented form to stabilize the cellulose fibres so that they can carry compressive as well as tensile load and to bond the fibres together so that load may be transmitted from one fibre to another. One convenient form of fibre-filled synthetic resin is that of laminated sheet, and some research has been done on paper-filled materials in this form. It is shown that adequate bonding and stabilization of the fibres demands the avoidance of voids in the resin-bonded board, but that otherwise the strongest board is that containing the least resin. Completely to fill the voids in the paper base without the use of excess resin or very heavy pressure requires close control of the processes of impregnation and pressing; and the minimum amount of resin necessary depends upon the fibre density of the paper. Close attention to these two aspects has resulted in the development of strong boards with low resin content, which can be completely bonded at low pressures. Most synthetic resins are highly resistant to corrosive agents, but many absorb and desorb water in sympathy with changes of humidity of their surroundings. The amount of water sorbed is not serious, nor is the consequent effect on the strength very great, but the slight swelling and contraction of the materials which results from water sorption may cause trouble in certain applications. The synthetic resins at present available for the bonding of cellulose fibres enable fairly effective use to be made of the strength and stiffness of the fibre; but there is still room for considerable improvement, which should result in higher strengths in compression and shear and in greater resistance to buckling. Otherwise the further development of plastics depends principally on improvements in manufacturing processes and intelligent application of those processes to the specific problems of engineering design.


2008 ◽  
Vol 587-588 ◽  
pp. 706-710 ◽  
Author(s):  
Luís Miguel P. Durão ◽  
A.G. Magalhães ◽  
António Torres Marques ◽  
A.M. Baptista ◽  
M. Figueiredo

The use of fibre reinforced plastics – FRP’s – in structures is under a considerable increase. Advantages of their use are related with their low weight, high strength and stiffness. The improvement of the dynamic characteristics has been profitable for aeronautics, automobile, railway, naval and sporting goods industries. Drilling is a widely used machining technique as it is needed to assemble parts in a structure. This is a unique machining process, characterized by the existence of two different mechanisms: extrusion by the drill chisel edge and cutting by the rotating cutting lips. Drilling raises particular problems that can reduce mechanical and fatigue strength of the parts. In this work, quasi-isotropic hybrid laminates with 25% of carbon fibre reinforced plies and 4 mm thickness are produced, tested and drilled. Three different drill geometries are compared. Results considered are the interlaminar fracture toughness in Mode I – GIc –, thrust force during drilling and delamination extent after drilling. A bearing test is performed to evaluate tool influence on the load carrying capacity of the plate. Results consider the influence of drill geometry on delamination. A correlation linking plate damage to bearing test results is presented.


Author(s):  
Mukund Harugade ◽  
Sachin Waigaonkar ◽  
Nandkishor Dhawale

Fiber reinforced composites, also referred as fiber reinforced plastics (FRPs) have gained considerable importance in engineering applications due to their unique qualities like high strength and stiffness at lesser weight, chemical inertness, thermal resistance, corrosion resistance, and electrical resistance. Though the machining of FRPs is not recommended, many times it is inevitable and the primary machining process like drilling is essential. This can cause delamination of the fibers thereby adversely affecting the mechanical properties of the composite and requires additional secondary finishing operation. The present investigation explores electrochemical discharge machining (ECDM) as a one of the novel technique to remove the delaminated fibers from such composites. Using ECDM the protruded delaminated fibers from a drilled hole in FRP have been precisely eliminated. Two different approaches viz. top machining and inside machining were followed for this purpose. Process evaluation was done in terms of its ability to remove the delaminated fibers and the extent of thermal damage (heat affected zone and hole overcut) to the workpiece. Both approaches have shown considerable potential of removal of delaminated fibers precisely.


2014 ◽  
Vol 680 ◽  
pp. 254-257
Author(s):  
Ju Ho Choi ◽  
Yong Jun Yang ◽  
Cheon Seok Cha ◽  
In Young Yang

CFRP (Carbon Fiber Reinforced Plastics) is an anisotropic material which is the most widely adapted lightweight structural member. CFRP of the advanced composite materials as structure materials for vehicles has a widely application in lightweight structural materials of air planes, ships and automobiles because of high strength and stiffness. The CFRP Square members were made of 8ply unidirectional prepreg sheets stacked at different angles and interface numbers. Based on the collapse characteristics of CFRP member, the collapse characteristics and energy absorption capability were analyzed. The impact collapse tests were carried out for each section member. The purpose is to examine experimentally absorption behavior and strength evaluation depending on changes in the stacking configuration when the CFRP Square member s with different stacking configuration is exposed to separate impact velocity.


2012 ◽  
Vol 204-208 ◽  
pp. 2095-2099
Author(s):  
Xu Yong Chen

This paper is aimed to verify the effects of reinforcement by tests before and after reinforcement of a two-way curved arch bridge with a clear span of 70m. Four 100kN and 180kN trucks are used for load tests of the bridge before and after reinforcement, and then the test values are compared with the calculated values. Tests before reinforcement has proved insufficient rigidity in some parts of the bridge, the design load grade is low, and the common fault in two-way curved arch bridges. The finite element numerical analysis tool ANSYS is used for finite element simulative analysis of the bridge, and the comparison of test values with calculated values shows the bridge can meet the existing design load grade after reinforcement. This paper has verified the feasibility and rationality of utilizing the physical unit of ANSYS for analysis of two-way curved arch bridges after reinforcement, and meanwhile, proved that the rigidity and design grade of bridges can be improved by reinforcement.


2018 ◽  
Vol 882 ◽  
pp. 154-161
Author(s):  
Melanie Klein ◽  
Leonhard Finsterwald ◽  
Kathrin Tonhaeuser ◽  
Rolf Steinhilper

Fiber-reinforced plastics are known as outstanding lightweight composite material, which are used in various areas. Especially the demand for components made of carbon fiber reinforced plastics (CFRP) has steadily increased within the last years due to their high strength and stiffness combined with light weight. The manufacturing of CFRP components is a cost-intensive and time-consuming process due to frequently required and challenging manual operations for several working steps. In order to remain competitive and meet the small-batch production because of increasing desire for individuality and diversity, the manufacturing process of CFRP components needs further development. In order to face these challenges, this paper focuses on the resource efficiency of curing processes with the autoclave technology. The measurement analysis of the different energy consumers of the autoclave at changing the curing parameters (temperature, pressure, time) shows how the settings affect the resource efficiency of curing processes. Finally, the authors present their recommendation for action in order to increase resource efficiency.


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