Skeletal Modeling in Rhino Grasshopper—A Confirmed Kinematic Model

Senvaitis, Karolis; Daunoravičienė, Kristina

doi:10.3390/machines11050556

Cited by 4 publications

(1 citation statement)

References 31 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…Parameterized modeling refers to the process of creating digital models through the utilization of preprogrammed algorithms [31,32]. This modeling approach enables the automatic generation of models by employing internal logical parameters, thereby circumventing the need for manual construction.…”

Section: Parameterized Modelingmentioning

confidence: 99%

Numerical Simulation of a Masonry Arch Bridge with Initial Defects Based on Cohesive Elements

Zou,

Wang,

2023

Buildings

View full text Add to dashboard Cite

Most of the existing masonry bridges have been in service for a significant duration, and as a result of construction limitations, these structures often exhibit intricate geometric defects. Furthermore, under prolonged loading conditions, the rheological behavior of rock can induce deformation in masonry bridges, leading to a continuously evolving stress state. Employing an idealized model for safety assessment frequently results in an overestimation of their load-bearing capacity. To accurately evaluate the load-bearing performance and remaining service life of masonry bridges, as well as to prevent safety incidents, this study employs a parametric approach to establish a two-phase numerical model of masonry bridges. In this model, cohesive elements are introduced to simulate the bonding relationship, while the distribution pattern of geometric initial defects is determined based on the theory of conditional random fields. Additionally, the rheological behavior of rock is incorporated through a custom-written Abaqus user subroutine. Building upon this foundation, the probability distribution of the load-bearing capacity of masonry bridges is reconstructed using the maximum entropy method with fractional moment constraints. The resulting outcomes are compared and validated against those obtained using the decomposition conditional correlation matrix. Finally, the effectiveness and applicability of the proposed method are demonstrated through numerical simulations and field measurements conducted on an actual bridge. The findings reveal that the method introduced in this paper adequately accounts for the stochastic nature of geometric initial defects, objectively reflects the operational performance of masonry bridges, and effectively simulates the complete failure process of such structures. Consequently, this method provides a solid basis for the safety assessment of masonry bridges.

show abstract

Section: Parameterized Modelingmentioning

confidence: 99%