Results 31 to 40 of about 149 (139)

On the Statically Equivalent Loads in Sainit Venant's Principle

Engineering Transactions, 1988
In traditional Saint Venant's principle formulations the loads leading to similar stress distributions are assumed to be statically equivalent, i.e. to yield identical resultant forces and moments.
M. Sokołowski
doaj  

Theory of Ships Viewed as Slightly Submerged Bodies: A Simple Explanation and Integral Equation Variants

Journal of Marine Science and Engineering
The classical Neumann–Kelvin (NK) theory of potential flow around a free-surface-piercing ship that steadily advances in calm water or through regular waves is considered.
Francis Noblesse, Jiayi He
doaj   +1 more source

On Saint-Venant’s principle for micropolar viscoelastic bodies

International Journal of Engineering Science, 1999
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
DE CICCO, SIMONA, NAPPA, LUDOVICO
openaire   +1 more source

Fitting of mechanical material behaviour of structural steel for numerical modelling

Steel Construction, Volume 19, Issue 1, Page 83-98, February 2026.
Abstract Numerical simulations are widely used in structural engineering research, and validated models enable the efficient expansion of datasets without costly additional testing. They allow the investigation of alternative geometries and loading scenarios beyond those covered by experiments.
Felix Eyben, Helen Bartsch, Markus Feldmann   +2 more
wiley   +1 more source

Advancing Near‐Real‐Time Flood Inundation Mapping in Australia

Water Resources Research, Volume 62, Issue 2, February 2026.
Abstract Floods are the second‐most deadly natural hazard in Australia, following heatwaves. Monitoring flood extent and depth in near real‐time (NRT) is crucial to minimize loss of life and socio‐economic impacts. This study leverages advanced computing, data management systems, and high‐quality data, including river gauge data APIs and Australian ...
Jiawei Hou, Wendy Sharples, Angelica Tarpanelli, Luigi Renzullo, Fitsum Woldemeskel, Elisabetta Carrara   +5 more
wiley   +1 more source

Field study on bearing capacity and deformation characteristics of large-diameter and long-length rock-socketed piles

Yantu gongcheng xuebao
Rock-socketed piles with large diameter have gradually become the preferred foundation type for large-scale structures under complex geological conditions due to their advantages such as high bearing capacity and low settlement.
XIAO Li 1, 2, DU Fenglei 3, 4, ZHAO Mingrui 1, 2, GAO Wensheng 3, WANG Tao 3, JIANG Hongliang 3
doaj   +1 more source

One‐Dimensional Finite Elements With Arbitrary Cross‐Sectional Displacement Fields

International Journal for Numerical Methods in Engineering, Volume 127, Issue 1, 15 January 2026.
ABSTRACT This paper introduces an unprecedented unified approach for developing structural theories with an arbitrary kinematic variable over the beam cross‐section. Each of the three displacement variables can be analyzed using an independent expansion function. Both the order of the expansion and the number of terms in each field can be any. That is,
E. Carrera, D. Scano, E. Zappino
wiley   +1 more source

Illustrations of Zanaboni’s formulation of Saint-Venant’s principle

Rendiconti Lincei, Matematica e Applicazioni, 2011
Zanaboni in 1937 published three notes in the Rendiconti in which he proposed a modified version and new proof of Saint-Venant’s principle applicable to bodies not necessarily cylindrical in shape. Examples are presented to illustrate that Zanaboni’s version is not universally applicable.
Knops, Robin J., Villaggio, Piero
openaire   +3 more sources

Unified 1/2 scaling laws for droplet impact dynamics: From rigid to flexible thin films

Droplet, Volume 5, Issue 1, January 2026.
We employ a single‐camera high‐speed three‐dimensional digital image correlation system to quantify the full‐field deformations of flexible thin films during droplet impact dynamics. Experimental results suggest that coupled deformation of the solid–fluid interface plays an important role in the dynamic progress.
Junming Peng, Xianfu Huang, Quanzi Yuan
wiley   +1 more source

In situ stress inversion using nonlinear stress boundaries achieved by the bubbling method

Journal of Rock Mechanics and Geotechnical Engineering
Due to the heterogeneity of rock masses and the variability of in situ stress, the traditional linear inversion method is insufficiently accurate to achieve high accuracy of the in situ stress field. To address this challenge, nonlinear stress boundaries
Xige Liu, Chenchun Huang, Wancheng Zhu, Joung Oh, Chengguo Zhang, Guangyao Si   +5 more
doaj   +1 more source