2023
DOI: 10.1080/19648189.2023.2206456
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Characteristics of unconfined masonry walls under in-plane static and reverse-cyclic loading: a comparative numerical study

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Cited by 4 publications
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“…The cement sand mortar and non-shrinkage grout were modeled using a pair of nonlinear spring elements (COMBIN39) and contact elements (CONTA178) arranged sequentially with the spring elements, as illustrated in Figure 5 [35][36][37]. This modeling considers both the material properties and the interaction between the mortar and adjoining pipe structures.…”
Section: Elements Used For Modelingmentioning
confidence: 99%
“…The cement sand mortar and non-shrinkage grout were modeled using a pair of nonlinear spring elements (COMBIN39) and contact elements (CONTA178) arranged sequentially with the spring elements, as illustrated in Figure 5 [35][36][37]. This modeling considers both the material properties and the interaction between the mortar and adjoining pipe structures.…”
Section: Elements Used For Modelingmentioning
confidence: 99%