Thin-Walled Curved Beams. II: Analytical Solutions for Buckling of Arches
In recent years, after Yoo queried the validity of Vlasov's equations regarding the lateral buckling of a circular arch, there has been a number of papers published with a certain degree of disagreement among various researchers. Based on a comprehensive and consistent formulation of curved bea...
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Veröffentlicht in: | Journal of engineering mechanics 1994-10, Vol.120 (10), p.2102-2125 |
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container_title | Journal of engineering mechanics |
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creator | Kang, Young J Yoo, Chai H |
description | In recent years, after Yoo queried the validity of Vlasov's equations regarding the lateral buckling of a circular arch, there has been a number of papers published with a certain degree of disagreement among various researchers. Based on a comprehensive and consistent formulation of curved beam theory presented in the previous paper, closed-form solutions thus obtained are used for comparison of the present theoretical study to others. In the present paper, major potential sources of discrepancies are traced, thereby the rigor and validity of the present formulation is demonstrated. Also, the study on the buckling modes of arches subjected to the condition of uniform bending gives an insight for better understanding of lateral buckling characteristics of arches. |
doi_str_mv | 10.1061/(ASCE)0733-9399(1994)120:10(2102) |
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Also, the study on the buckling modes of arches subjected to the condition of uniform bending gives an insight for better understanding of lateral buckling characteristics of arches.</description><identifier>ISSN: 0733-9399</identifier><identifier>EISSN: 1943-7889</identifier><identifier>DOI: 10.1061/(ASCE)0733-9399(1994)120:10(2102)</identifier><identifier>CODEN: JENMDT</identifier><language>eng</language><publisher>Reston, VA: American Society of Civil Engineers</publisher><subject>Applied sciences ; Buckling ; Buildings. Public works ; Computation methods. Tables. Charts ; Exact sciences and technology ; Fundamental areas of phenomenology (including applications) ; Physics ; Solid mechanics ; Structural analysis. 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II: Analytical Solutions for Buckling of Arches</title><title>Journal of engineering mechanics</title><description>In recent years, after Yoo queried the validity of Vlasov's equations regarding the lateral buckling of a circular arch, there has been a number of papers published with a certain degree of disagreement among various researchers. Based on a comprehensive and consistent formulation of curved beam theory presented in the previous paper, closed-form solutions thus obtained are used for comparison of the present theoretical study to others. In the present paper, major potential sources of discrepancies are traced, thereby the rigor and validity of the present formulation is demonstrated. Also, the study on the buckling modes of arches subjected to the condition of uniform bending gives an insight for better understanding of lateral buckling characteristics of arches.</description><subject>Applied sciences</subject><subject>Buckling</subject><subject>Buildings. Public works</subject><subject>Computation methods. Tables. Charts</subject><subject>Exact sciences and technology</subject><subject>Fundamental areas of phenomenology (including applications)</subject><subject>Physics</subject><subject>Solid mechanics</subject><subject>Structural analysis. 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Also, the study on the buckling modes of arches subjected to the condition of uniform bending gives an insight for better understanding of lateral buckling characteristics of arches.</abstract><cop>Reston, VA</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)0733-9399(1994)120:10(2102)</doi><tpages>24</tpages></addata></record> |
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subjects | Applied sciences Buckling Buildings. Public works Computation methods. Tables. Charts Exact sciences and technology Fundamental areas of phenomenology (including applications) Physics Solid mechanics Structural analysis. Stresses Structural and continuum mechanics TECHNICAL PAPERS |
title | Thin-Walled Curved Beams. II: Analytical Solutions for Buckling of Arches |
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