The Structural Engineer > Archive > Volume 58 (1980) > Issues > Issue 10 > Discussion on The Prediction of Crack Widths in Hardened Concrete by A.W. Beeby
Name of File 4022-58-10.pdf cached at 15/12/2017 23:49:08 - with 7 pages. pdfPath: E:\k9.istructe.org\CMS\webtest\files\6e\6e40b942-e664-4b0b-a007-7aa316557946.pdf. thumbPath: E:\k9.istructe.org\CMS\webtest\files\pdfthumbs\6e40b942-e664-4b0b-a007-7aa316557946_1.png. objDoc: 1 - True. objPreview.Log: . strFileName: 6e40b942-e664-4b0b-a007-7aa316557946_1.png

Members/subscribers must be logged in to view this article

Discussion on The Prediction of Crack Widths in Hardened Concrete by A.W. Beeby

Professor B. P. Hughes (F) (University of Birmingham): I should like to congratulate the author on a most interesting and useful paper, and for his presentation of the theoretical background to the crack width predictions given in the current British Codes of Practice. Dr. Beeby has asked, ‘Is the picture reasonable and right, and what limitations has it?’