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Interfacial stresses in plated beams with cracks

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Interfacial stresses in plated beams with cracks. / Yang, J ; Ye, J Q .

In: Composite Structures, Vol. 57, No. 1-4, 2002, p. 125-134.

Research output: Contribution to Journal/MagazineJournal articlepeer-review

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Yang J, Ye JQ. Interfacial stresses in plated beams with cracks. Composite Structures. 2002;57(1-4):125-134. doi: 10.1016/S0263-8223(02)00076-4

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Yang, J ; Ye, J Q . / Interfacial stresses in plated beams with cracks. In: Composite Structures. 2002 ; Vol. 57, No. 1-4. pp. 125-134.

Bibtex

@article{8f3ee2b5e324453a94db016d9335c8cc,
title = "Interfacial stresses in plated beams with cracks",
abstract = "In this paper, an analytical interfacial stress analysis is presented for cracked reinforced concrete beams bonded with thin plates and subjected to symmetrical tensile forces and/or end bending moments. A representative element between two contiguous cracks is considered under the assumption of plane stress. By means of the principle of minimum complementary energy, the analysis provides a closed-form solution that can be used easily to predict the stress distributions near the cracks in the beams. Numerical results from the present analysis are presented to study the effects of both material and geometric properties of the beams on the distributions of the interfacial stresses. ",
keywords = "Interfacial stresses, Plated RC beams , Strengthening , Repairing , Cracks",
author = "J Yang and Ye, {J Q}",
year = "2002",
doi = "10.1016/S0263-8223(02)00076-4",
language = "English",
volume = "57",
pages = "125--134",
journal = "Composite Structures",
issn = "0263-8223",
publisher = "Elsevier Ltd",
number = "1-4",

}

RIS

TY - JOUR

T1 - Interfacial stresses in plated beams with cracks

AU - Yang, J

AU - Ye, J Q

PY - 2002

Y1 - 2002

N2 - In this paper, an analytical interfacial stress analysis is presented for cracked reinforced concrete beams bonded with thin plates and subjected to symmetrical tensile forces and/or end bending moments. A representative element between two contiguous cracks is considered under the assumption of plane stress. By means of the principle of minimum complementary energy, the analysis provides a closed-form solution that can be used easily to predict the stress distributions near the cracks in the beams. Numerical results from the present analysis are presented to study the effects of both material and geometric properties of the beams on the distributions of the interfacial stresses. 

AB - In this paper, an analytical interfacial stress analysis is presented for cracked reinforced concrete beams bonded with thin plates and subjected to symmetrical tensile forces and/or end bending moments. A representative element between two contiguous cracks is considered under the assumption of plane stress. By means of the principle of minimum complementary energy, the analysis provides a closed-form solution that can be used easily to predict the stress distributions near the cracks in the beams. Numerical results from the present analysis are presented to study the effects of both material and geometric properties of the beams on the distributions of the interfacial stresses. 

KW - Interfacial stresses

KW - Plated RC beams

KW - Strengthening

KW - Repairing

KW - Cracks

U2 - 10.1016/S0263-8223(02)00076-4

DO - 10.1016/S0263-8223(02)00076-4

M3 - Journal article

VL - 57

SP - 125

EP - 134

JO - Composite Structures

JF - Composite Structures

SN - 0263-8223

IS - 1-4

ER -