Analytical investigation on shape configuration of CFRP strips on lateral loading capacity of strengthened RC shear wall

Delnavaz, Ali; Hamidnia, Mohammad

doi:10.1002/suco.201500196

Cited by 7 publications

(4 citation statements)

References 24 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…A numerical analysis of axially‐loaded TW3S walls using the finite element ABAQUS program was thus conducted. The ABAQUS program was chosen for the finite element analysis because of its widely‐known ability to perform nonlinear analyses for RC members . The FE‐model, which was developed in the previous study by Ho and Doh for predicting the behavior of RC walls with various support conditions under eccentric axial loading, was utilized in this research.…”

Section: Finite Element Modelmentioning

confidence: 99%

“…The ABAQUS program was chosen for the finite element analysis because of its widely-known ability to perform nonlinear analyses for RC members. 7,[9][10][11] The FE-model, which was developed in the previous study by Ho and Doh 7 for predicting the behavior of RC walls with various support conditions under eccentric axial loading, was utilized in this research. Concrete was modeled using the concrete damage plasticity (CDP) model.…”

Section: Ultimate Strengthmentioning

confidence: 99%

See 1 more Smart Citation

Prediction of ultimate strength of concrete walls restrained on three sides

Doh

2019

Structural Concrete

View full text Add to dashboard Cite

This paper presents experimental and numerical investigations on the behavior of axially‐loaded concrete walls restrained on three sides (TW3S walls). Particular emphasis was given to the influences of varying the slenderness ratio, aspect ratio, concrete strength, and eccentricity on the ultimate axial strength of TW3S walls. Because of the overly conservative nature of the code design equations and the scarcity of other available models for estimating the ultimate axial strength of TW3S walls, a more encompassing design equation has been developed. Comparisons with the test data of the current and previous studies confirmed that the proposed equation is satisfactory and reliable.

show abstract

Section: Finite Element Modelmentioning

confidence: 99%

Section: Ultimate Strengthmentioning

confidence: 99%

Prediction of ultimate strength of concrete walls restrained on three sides

Doh

2019

Structural Concrete

View full text Add to dashboard Cite

show abstract

“…FRP bars have ease of application and use in buildings, maintenance-free, high load bearing and bending capacity, good ductility and durability, light weight and high resistance to corrosion [20][21][22][23]. Nowadays, fiber reinforced polymer (FRP) is the one of the common methods of strengthening steel and concrete structures [24][25]. The use of glass fiber reinforced-polymer (GFRP) bars as a viable alternative reinforcing material has grown to obviate corrosion issues while providing an acceptable level of performance [26].…”

Section: Introductionmentioning

confidence: 99%

The shear and flexural behavior of cold-formed steel composite I and U beams

et al. 2021

View full text Add to dashboard Cite

The recycling and re-usability of the waste materials are of great importance and meaning when evaluated in terms of ecological order. Furthermore, cold formed steel has great importance, nowadays. The aim of this study is to investigate the bending and shear behavior of the composite formed by pouring the waste polymer into the cold formed I and U profile melds after homogenous pulping. The best results in shear and bending strengths were obtained with melted polypropylene. The enhanced adherence between the steel and molted PP increased the shear and bending capacity, both. Moreover, it is reinforced with carbon fiber reinforced polymer and glass fiber reinforced polymer bars to increase the bending and shear behavior of I and U profiles filled with melted waste polymer. Changing the crosssectional area in I and U beams under bending moment has an effect on the load at yielding, ultimate strength, displacement values corresponding to these loads, ductility and energy dissipation capacity. The addition of CFRP in I beams significantly increased the displacement capacity in the free end region under the shear force. The addition of GFRP bars with higher elongation capacity in I and U beams caused ductile behavior than CFRP bars.

show abstract

“…A large number of experimental studies [1][2][3][4][5][6][7][8][9][10][11][12][13][14] were performed to investigate the benefits conferred by the aforementioned reinforcement system in both cases of plain and/or RC so that a very extensive database of experimental data is available in the literature and the experimental behavior of the confined concrete can be considered widely analyzed. Moreover, many analytical formulations are able to reproduce the stress-strain behavior of confined concrete under monotonic, cyclic, and eccentric loads.…”

mentioning

confidence: 99%

Experimental investigation on the compressive behavior of short‐term preloaded carbon fiber reinforced polymer‐confined concrete columns

Ferrotto

Fischer

Niedermeier

2017

Structural Concrete

View full text Add to dashboard Cite

Strengthening of concrete columns with fiber reinforced polymer sheets provides a good improvement to the existing structural members in terms of load and strain capacity due to the properties of the composite jacket. A proper knowledge of the load–strain response of the composite members is necessary to design retrofitting intervention of existing structures; however, so far the available design methods do not allow to take into account the effect of the possible presence of service loads on the compressive behavior of the reinforced columns. An experimental investigation on the compressive behavior of preloaded circular concrete columns reinforced with carbon fiber reinforced polymer was carried out to determine the load and deformational capacity of confined concrete subjected to short‐terms loads. Nineteen compression tests were performed to underline the difference respect to the standard compressive stress–strain response of the confined specimens. The results indicate that the compressive behavior seems to be not particularly influenced by the preloading. As the preloading level increases, ultimate axial load and axial strain do not have significant change respect to the test performed without preloading; however, the load–strain response of the confined concrete is affected by a reduction of the secant stiffness.

show abstract

Analytical investigation on shape configuration of CFRP strips on lateral loading capacity of strengthened RC shear wall

Cited by 7 publications

References 24 publications

Prediction of ultimate strength of concrete walls restrained on three sides

Prediction of ultimate strength of concrete walls restrained on three sides

The shear and flexural behavior of cold-formed steel composite I and U beams

Experimental investigation on the compressive behavior of short‐term preloaded carbon fiber reinforced polymer‐confined concrete columns

Contact Info

Product

Resources

About