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RISS 인기검색어
- 검색키워드
- 저자 : Cátia S.B. Taborda (검색결과 3 건)
- 무료
- 기관 내 무료
- 유료
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Ultimate torsional behaviour of axially restrained RC beams
Luís F.A. Bernardo,Cátia S.B. Taborda,Jorge M.A. Andrade 사단법인 한국계산역학회 2015 Computers and Concrete, An International Journal Vol.16 No.1
This article presents a computing procedure developed to predict the torsional strength of axially restrained reinforced concrete beams. This computing procedure is based on a modification of the Variable Angle Truss Model to account for the influence of the longitudinal compressive stress state due to the axial restraint conditions provided by the connections of the beams to other structural elements. Theoretical predictions from the proposed model are compared with some experimental results available in the literature and also with some numerical results from a three-dimensional nonlinear finite element analysis. It is shown that the proposed computing procedure gives reliable predictions for the ultimate behaviour, namely the torsional strength, of axially restrained reinforced concrete beams under torsion.
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Parametric analysis and torsion design charts for axially restrained RC beams
Luís F.A. Bernardo,Cátia S.B. Taborda,Jorge M.R. Gama 국제구조공학회 2015 Structural Engineering and Mechanics, An Int'l Jou Vol.55 No.1
This article presents a theoretical parametric analysis on the ultimate torsional behaviour of axially restrained reinforced concrete (RC) beams. This analysis is performed by using a computing procedure based on a modification of the Variable Angle Truss Model. This computing procedure was previously developed to account for the influence of the longitudinal compressive stress state due to the axial restraint conditions provided by the connections of the beams to other structural members. The presented parametric study aims to check the influence of some important variable studies, namely: torsional reinforcement ratio, compressive concrete strength and axial restraint level. From the results of this parametric study, nonlinear regression analyses are performed and some design charts are proposed. Such charts allow to correct the resistance torque of RC beams (rectangular sections with small height to width ratios) to account for the favorable influence of the axial restraint.
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Effective torsional strength of axially restricted RC beams
Cátia S.B. Taborda,Luís F.A. Bernardo,Jorge M.R. Gama 국제구조공학회 2018 Structural Engineering and Mechanics, An Int'l Jou Vol.67 No.5
In a previous study, design charts where proposed to help the torsional design of axially restricted reinforced concrete (RC) beams with squared cross section. In this article, new design charts are proposed to cover RC beams with rectangular cross section. The influence of the height to width ratio of the cross section on the behavior of RC beams under torsion is firstly shown by using theoretical and experimental results. Next, the effective torsional strength of a reference RC beam is computed for several values and combinations of the study variables, namely: height to width ratio of the cross section, concrete compressive strength, torsional reinforcement ratio and level of the axial restraint. To compute the torsional strength, the modified Variable Angle Truss Model for axially restricted RC beams is used. Then, an extensive parametric analysis based on multivariable and nonlinear correlation analysis is performed to obtain nonlinear regression equations which allow to build the new design charts. These charts allow to correct the torsional strength in order to consider the favourable influence of the compressive axial stress that arises from the axial restraint.
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