Zobrazeno 1 - 10
of 18
pro vyhledávání: '"G. M. Samuel Knight"'
Publikováno v:
Journal of Sandwich Structures & Materials. 21:1799-1819
Steel–concrete–steel (SCS) sandwich composite system consists of steel plates covering both sides of the concrete core and connected by mechanical means such as shear connectors. In conventional steel–concrete–steel system, shear connectors a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::44f5f386238f906cddae57537c767cab
https://doi.org/10.1177/1099636217729568
https://doi.org/10.1177/1099636217729568
Publikováno v:
Arabian Journal for Science and Engineering. 40:3417-3427
This paper presents experimental and numerical investigations on the behaviour of thin-walled cold-formed steel single and starred angles with lips as stub and short columns, subjected to axial compression. A nonlinear finite element model was develo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9d87974bcb570c99ac6171782b83eb15
https://doi.org/10.1007/s13369-015-1776-9
https://doi.org/10.1007/s13369-015-1776-9
Publikováno v:
Arabian Journal for Science and Engineering. 39:6983-6993
Compression tests were carried out on pin-ended cold-formed steel box stub columns subjected to uniaxial moments. Twenty stub columns with flat width-to-thickness ratio less than the limiting value and twenty stub columns with flat width-to-thickness
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ea2a49ef6240f98059cb141d106f7ad4
https://doi.org/10.1007/s13369-014-1270-9
https://doi.org/10.1007/s13369-014-1270-9
Publikováno v:
Arabian Journal for Science and Engineering. 39:3535-3543
The corrosion of steel in concrete and its subsequent consequence is a globally accepted multibillion dollar problem. The application of a protective coating to the steel rebars is one of the easy methods for controlling corrosion. The macrocell corr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b02b71c4159e251f72f0d81f5cb1e53a
https://doi.org/10.1007/s13369-014-1006-x
https://doi.org/10.1007/s13369-014-1006-x
Publikováno v:
Journal of Structural Engineering. 142
The provision of shear stirrups/connectors is found to enhance the shear capacity of beams, thus preventing the brittle mode of failure. A doubly skinned composite system consists of steel cover plates on either side of infill material that are conne
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a8a435f062ec6913b7d4d33c9f47b957
https://doi.org/10.1061/(asce)st.1943-541x.0001600
https://doi.org/10.1061/(asce)st.1943-541x.0001600
Publikováno v:
Procedia Engineering. 55:699-702
In order to demonstrate fulfillment of LBB design criterion and have better understanding under cyclic loading of the fatigue crack growth behaviour of piping components, experimental investigations were carried out on four numbers of 168 mm Outer Di
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::cf24a2b91b4106918f7953ab757b0425
Publikováno v:
Engineering Structures. 41:177-185
In this paper, a new Laced Steel–Concrete Composite (LSCC) system 1 is proposed. LSCC system comprises of thin steel cover plates provided with apertures / perforations, through which reinforcements in the form of lacings are introduced and held in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::45af9f5681d6581fc04c219fc33af031
https://doi.org/10.1016/j.engstruct.2012.03.033
https://doi.org/10.1016/j.engstruct.2012.03.033
Publikováno v:
Practice Periodical on Structural Design and Construction. 17:65-73
The analytical deformation of a transmission line (TL) tower computed using software is less than the test deformation. A TL tower consists of many splice joints in the leg member. A small rotation owing to bolt slip in the joint may cause additional
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1938dc898980040c9085353e6a749c39
https://doi.org/10.1061/(asce)sc.1943-5576.0000108
https://doi.org/10.1061/(asce)sc.1943-5576.0000108
Publikováno v:
Engineering Structures. 35:55-70
The towers are vital components of the transmission lines and hence, accurate prediction of their failure is very important for the reliability and safety of the transmission system. When failure occurs, direct and indirect losses are high, leaving a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1313b5e1cb2b8f2a491a4f663f342b33
https://doi.org/10.1016/j.engstruct.2011.10.017
https://doi.org/10.1016/j.engstruct.2011.10.017
Publikováno v:
Journal of Performance of Constructed Facilities. 25:231-240
Transmission line towers, though designed per code provisions, may fail during mandatory testing required in many countries. Different types of premature failures that were observed during full-scale testing of transmission line towers at Tower Testi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::af03b80181f03d3c1c0a48b4143ccd25
https://doi.org/10.1061/(asce)cf.1943-5509.0000161
https://doi.org/10.1061/(asce)cf.1943-5509.0000161