Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Rao, Nanjunda KS"'
Publikováno v:
IndraStra Global.
A comparative study of strain response and mechanical properties of rammed earth prisms, has been made using Fiber Bragg Grating (FBG) sensors (optical) and clip-on extensometer (electro-mechanical). The aim of this study is to address the merits and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::446cb4f888cb9ede573747de2765fbb2
https://igi.indrastra.com/items/show/191519
https://igi.indrastra.com/items/show/191519
Publikováno v:
IndraStra Global.
Glass fiber reinforced polymer (GFRP) rebars have been identified as an alternate construction material for reinforcing concrete during the last decade primarily due to its strength and durability related characteristics. These materials have strengt
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=issn23813652::70199ed8ce8151b18f5d03c26c7cae6a
https://igi.indrastra.com/items/show/190230
https://igi.indrastra.com/items/show/190230
Publikováno v:
IndraStra Global.
The characteristics of brick masonry are influenced by the properties of bricks and mortar. This paper attempts at studying the properties of brick masonry using table moulded bricks and wire-cut bricks of India with various types of mortars. The str
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=issn23813652::b3a2fe464a707d4a044cd74cf90b29db
https://igi.indrastra.com/items/show/190092
https://igi.indrastra.com/items/show/190092
Publikováno v:
IndraStra Global.
Large numbers of soil-cement block masonry buildings exist in India and many other countries. The paper deals with an experimental study on the influence of soil grading on the characteristics of soil-cement blocks and shear-bond strength of soil-cem
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=issn23813652::f6041297f63af16249206b1fe2298b8a
http://eprints.iisc.ac.in/9783/1/Optimum_Soil_Grading_for_the_Soil-Cement_Blocks.pdf
http://eprints.iisc.ac.in/9783/1/Optimum_Soil_Grading_for_the_Soil-Cement_Blocks.pdf
Publikováno v:
IndraStra Global.
Soil-cement blocks are used for the load bearing masonry of 2–3-story buildings. Flexural and shear strength of such walls greatly depend upon the bond strength between the block and the mortar. This paper deals with the methods of improving the sh
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=issn23813652::7ef740f624f2f4673754040769181a55
http://eprints.iisc.ac.in/9785/1/Enhancing_Bond_Strength.pdf
http://eprints.iisc.ac.in/9785/1/Enhancing_Bond_Strength.pdf
Publikováno v:
IndraStra Global.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=issn23813652::04574ebfa56100ed80124db5b932c2f7
https://igi.indrastra.com/items/show/191466
https://igi.indrastra.com/items/show/191466
Autor:
Chandrashekhara, K, Rao, Nanjunda KS
Publikováno v:
IndraStra Global.
The method of initial functions has been used for the static analysis of an infinite and simply supported, orthotropic, and laminated circular cylindrical shell of revolution subjected to axisymmetric load. In this method the three-dimensional state
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=issn23813652::95bef2f3a279566f1c3f70e212829391
https://igi.indrastra.com/items/show/190062
https://igi.indrastra.com/items/show/190062
Autor:
Chandrashekhara, K, Rao, Nanjunda KS
Publikováno v:
IndraStra Global.
An approximate three-dimensional elasticity solution is presented for an infinite, thick, orthotropic as well as laminated circular cylindrical shell of revolution subjected to distributed pinch load. The validity and the accuracy of the results of a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=issn23813652::6bc319328cca7ece3d461ffca925a31a
https://igi.indrastra.com/items/show/190084
https://igi.indrastra.com/items/show/190084
Autor:
Chandrashekhara, K, Rao, Nanjunda KS
Publikováno v:
IndraStra Global.
An exact three-dimensional elasticity solution has been obtained for an infinitely long, thick transversely isotropic circular cylindrical shell panel, simply supported along the longitudinal edges and subjected to a radial patch load. Using a set of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=issn23813652::86e01a1a43bc5d1b040923e6b557b4d7
https://igi.indrastra.com/items/show/191202
https://igi.indrastra.com/items/show/191202
Autor:
Chandrashekhara, K, Rao, Nanjunda KS
Publikováno v:
IndraStra Global.
An elasticity solution has been obtained for a long, thick transversely isotropic circular cylindrical shell subjected to distributed pinch load using a set of three displacement functions.Numerical results are presented for different materials and t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=issn23813652::6f148e3813730bb87f5a2d3d499b9023
https://igi.indrastra.com/items/show/190028
https://igi.indrastra.com/items/show/190028