TY - JOUR
T1 - Form finding and analysis of inflatable dams using dynamic relaxation
AU - Streeter, M.
AU - Rhode-Barbarigos, L.
AU - Adriaenssens, Sigrid M.
N1 - Publisher Copyright:
© 2014 Elsevier Inc. All rights reserved.
PY - 2015/9/15
Y1 - 2015/9/15
N2 - Inflatable dams are flexible membrane structures inflated by air and/or water. Due to their ease of construction, rapid deployability and low cost, these systems have great potential for hazard mitigation applications in the context of global warming. However, designing inflatable dams is a challenging task as the dam's initial equilibrium shape has to be determined by either experimental or numerical form-finding methods. Furthermore, the dam's shape and the applied loading are coupled since changes in the form of the structure induce also changes in the loading profile. In this paper, dynamic relaxation, a well-established form-finding and analysis technique, is employed for the cross-sectional analysis of inflatable dams. Using this technique and the proposed extensions, the structural behavior of inflatable dams can be analyzed under constant and varying internal pressure as well as different loading and support conditions. The results are in agreement with published results in literature. Therefore, the presented method provides an alternative computationally advantageous tool for the design of inflatable dams.
AB - Inflatable dams are flexible membrane structures inflated by air and/or water. Due to their ease of construction, rapid deployability and low cost, these systems have great potential for hazard mitigation applications in the context of global warming. However, designing inflatable dams is a challenging task as the dam's initial equilibrium shape has to be determined by either experimental or numerical form-finding methods. Furthermore, the dam's shape and the applied loading are coupled since changes in the form of the structure induce also changes in the loading profile. In this paper, dynamic relaxation, a well-established form-finding and analysis technique, is employed for the cross-sectional analysis of inflatable dams. Using this technique and the proposed extensions, the structural behavior of inflatable dams can be analyzed under constant and varying internal pressure as well as different loading and support conditions. The results are in agreement with published results in literature. Therefore, the presented method provides an alternative computationally advantageous tool for the design of inflatable dams.
KW - Analysis
KW - Dynamic relaxation
KW - Form-finding
KW - Inflatable dams
UR - http://www.scopus.com/inward/record.url?scp=84942989240&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84942989240&partnerID=8YFLogxK
U2 - 10.1016/j.amc.2014.12.054
DO - 10.1016/j.amc.2014.12.054
M3 - Article
AN - SCOPUS:84942989240
SN - 0096-3003
VL - 267
SP - 742
EP - 749
JO - Applied Mathematics and Computation
JF - Applied Mathematics and Computation
ER -