Journal of
Faculty of Civil Engineering


JOURNALS
FACULTY JOURNALS
SCIENTIFIC MEETINGS
EBOOKS
ARCHIVE








CONFERENCE PROCEEDINGS
4th INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVIL ENGINEERING 2016 , 2016.y., pp. 199-210


GRAPHICAL SIMULATION OF MINIMUM THICKNESS OF CLAMPED POINTED ARCH
 
DOI: 10.14415/konferencijaGFS 2016.019
UDC: 624.072.32 : 519.6
CC-BY-SA 4.0 license
Author : Nikolić, Dimitrije
 
 Summary:
 Nearly three centuries ago, Couplet proposed the problem of finding the minimum thickness of a uniform semicircular arch subjected to its own weight, and it was Serbian scholar Milutin Milankovitch who first gave the complete and correct solution almost two centuries later. After remarkable mathematical elaboration concerning thrust line theory, searching for the expression more appropriate for iterative procedure, Milankovitch finds the solution numerically. Since iterations may be easily done by using computer programs nowadays, the mathematical calculation which concerns the finding of the minimum value of equation by the mean of differentiating can be omitted, and the iterative procedures can be done at the earlier stage of the computation, i.e. with the more complex expressions. Recently, the minimum thickness of elliptical arches has been computed, as well. However, there are very few contemporary researches dealing with the mechanical behaviour of pointed arches. In this paper, on the basis of the appropriate correlation between the shape of an arch and corresponding collapse mode, particular iterative procedures have been derived. In order to determine the minimum thickness of the chosen arch, the appropriate collapse mode and corresponding iterative procedure have been adopted, and the thickness, as well as the position of the application point of the horizontal thrust force at the crown or of the reaction force at the springing, have been modified, regarding the distance of thrust line from the intrados or extrados at the critical sections. The analysis has been conducted on pointed arches having various eccentricities and embrace angles, including both incomplete and overcomplete arches, and the numerical values for the minimum thickness of more than hundred arches have been provided for the first time. Developed procedures may be applied in the analysis regarding maximum and minimum thrust, span to thickness ratio or weight to span ratio, as well as in the analyses concerning the different types of employed stereotomy.
 
 Keywords:
 pointed arches, minimum thickness, iterative procedure, thrust line analysis