A Semi-Experimental Approach to Plane Problems in Elasticity

K. T. Sundara Raja Iyengar; K. Chandrashekhara; C. V. B. Gowda

doi:10.1016/0007-3628(67)90023-0

A Semi-Experimental Approach to Plane Problems in Elasticity

K. T. Sundara Raja Iyengar
, K. Chandrashekhara
, C. V. B. Gowda

Mechanical and Aerospace Engineering

Research output: Contribution to journal › Article › peer-review

Abstract

A semi-experimental approach to solve two-dimensional problems in elasticity is given. The method has been applied to two problems, (i) a square deep beam, and (ii) a bridge pier with a sloping boundary. For the first problem sufficient analytical results are available and hence the accuracy of the method can be verified. Then the method has been extended to the second problem for which sufficient results are not available.

Original language	American English
Journal	Building Science
DOIs	https://doi.org/10.1016/0007-3628(67)90023-0
State	Published - Jan 1 1967

Disciplines

Aerospace Engineering
Mechanical Engineering

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https://doi.org/10.1016/0007-3628(67)90023-0

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@article{b4af7110e99d432eb423fa8da3e52b85,

title = "A Semi-Experimental Approach to Plane Problems in Elasticity",

abstract = " A semi-experimental approach to solve two-dimensional problems in elasticity is given. The method has been applied to two problems, (i) a square deep beam, and (ii) a bridge pier with a sloping boundary. For the first problem sufficient analytical results are available and hence the accuracy of the method can be verified. Then the method has been extended to the second problem for which sufficient results are not available.",

author = "\{Sundara Raja Iyengar\}, \{K. T.\} and K. Chandrashekhara and Gowda, \{C. V. B.\}",

year = "1967",

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doi = "10.1016/0007-3628(67)90023-0",

language = "American English",

journal = "Building Science",

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AU - Sundara Raja Iyengar, K. T.

AU - Chandrashekhara, K.

AU - Gowda, C. V. B.

PY - 1967/1/1

Y1 - 1967/1/1

N2 - A semi-experimental approach to solve two-dimensional problems in elasticity is given. The method has been applied to two problems, (i) a square deep beam, and (ii) a bridge pier with a sloping boundary. For the first problem sufficient analytical results are available and hence the accuracy of the method can be verified. Then the method has been extended to the second problem for which sufficient results are not available.

AB - A semi-experimental approach to solve two-dimensional problems in elasticity is given. The method has been applied to two problems, (i) a square deep beam, and (ii) a bridge pier with a sloping boundary. For the first problem sufficient analytical results are available and hence the accuracy of the method can be verified. Then the method has been extended to the second problem for which sufficient results are not available.

UR - https://scholarsmine.mst.edu/mec_aereng_facwork/1322

UR - https://doi.org/10.1016/0007-3628(67)90023-0

U2 - 10.1016/0007-3628(67)90023-0

DO - 10.1016/0007-3628(67)90023-0

M3 - Article

JO - Building Science

JF - Building Science

ER -

A Semi-Experimental Approach to Plane Problems in Elasticity

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