Limit Analysis of Reinforced Concrete Columns by the Yield Line Theory Considering Interaction of Combined Forces

Uehara, Satoshi; Sakino, Kenji; Esaki, Fumiya

doi:10.3151/crt1990.10.3_17

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Cited by 2 publications

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“…The inclination of cracks further away from the loading block gradually decreased because of the increment in the shear-to-bending moment ratio (crack No. [2][3][4].…”

Section: Failure Modementioning

confidence: 99%

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Resistance of reinforced concrete members with hollow circular cross‐sections under combined bending and shear – Part I: experimental investigation

Völgyi

Windisch

Farkas

2014

Structural Concrete

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Part I of this paper introduces an experimental programme carried out on RC members with thick-walled hollow circular crosssections to study their behaviour under combined bending and shear. The study looked at ultimate resistance and propagation of characteristic crack pattern as well as the shape and behaviour of the failure sections as a function of wall thickness, amount of longitudinal and transverse reinforcement, shear span and axial force. Test results were used to verify a newly developed calculation model describing the behaviour of the members investigated at failure under combined bending and shear. This model will be presented in Part II.

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“…The inclination of cracks further away from the loading block gradually decreased because of the increment in the shear-to-bending moment ratio (crack No. [2][3][4].…”

Section: Failure Modementioning

confidence: 99%

“…Uehara [3] carried out a test programme involving 42 specimens. The research dealt with the influence of the axial force on the ultimate resistance of hollow circular specimens under combined shear and bending (bendingshear resistance).…”

Section: Introductionmentioning

confidence: 99%