Computational Technology Resources - CCP

M. Kamel, "Effect of Change of the Flexural Rigidity in Oblique Directions on the Behaviour of Anisotropic Skew Plates", in B.H.V. Topping, (Editor), "Proceedings of the Fourth International Conference on Civil and Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 53-61, 1989. doi:10.4203/ccp.9.12.1

Abstract

The number of skew road bridges, particularly in the form of skew slabs, is increasing continuously as this type of bridges is most readily adapted to meet modern traffic requirement. Anisotropic skew plates are widely used in both single and continuous span bridges, in the form of nonorthogonally reinforced slabs or in the form of slabs stiffened with skew grid of beams. Whereas a great number of publications are available for isotropic and orthotropic skew slabs, a few literature are available on the problem of anisotropic skew slabs, which structural behaviour are different from that of orthotropic plates. In the present paper, the deflection, moment values decisive for dimensioning of anisotropic, single span, simply supported, skew plate resulting from uniform loading are presented. The study are compiled for a number of variations in the skew angle, flexural rigidity.

purchase the full-text of this paper (price £20)

go to the previous paper
go to the next paper
return to the table of contents
return to the book description
purchase this book (price £78 +P&P)

	Computational & Technology Resources an online resource for computational, engineering & technology publications
	not logged in - login
Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 9/10 PROCEEDINGS OF THE FOURTH INTERNATIONAL CONFERENCE ON CIVIL AND STRUCTURAL ENGINEERING COMPUTING Edited by: B.H.V. Topping Paper XII.1 Effect of Change of the Flexural Rigidity in Oblique Directions on the Behaviour of Anisotropic Skew Plates M. Kamel Department of Civil Engineering, El-Azher University, Cairo, Egypt doi:10.4203/ccp.9.12.1 purchase the full-text of this paper Full Bibliographic Reference for this paper M. Kamel, "Effect of Change of the Flexural Rigidity in Oblique Directions on the Behaviour of Anisotropic Skew Plates", in B.H.V. Topping, (Editor), "Proceedings of the Fourth International Conference on Civil and Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 53-61, 1989. doi:10.4203/ccp.9.12.1 Abstract The number of skew road bridges, particularly in the form of skew slabs, is increasing continuously as this type of bridges is most readily adapted to meet modern traffic requirement. Anisotropic skew plates are widely used in both single and continuous span bridges, in the form of nonorthogonally reinforced slabs or in the form of slabs stiffened with skew grid of beams. Whereas a great number of publications are available for isotropic and orthotropic skew slabs, a few literature are available on the problem of anisotropic skew slabs, which structural behaviour are different from that of orthotropic plates. In the present paper, the deflection, moment values decisive for dimensioning of anisotropic, single span, simply supported, skew plate resulting from uniform loading are presented. The study are compiled for a number of variations in the skew angle, flexural rigidity. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £78 +P&P)
Back to top	©Civil-Comp Limited 2023 - terms & conditions