Most papers are machine-translated to English; some are originally in English.
Showing 16 of 16 papers in Solid Mechanics
The core components of High-Temperature Gas-cooled Reactors (HTGRs) are primarily composed of graphite materials. Under high temperature and irradiation, the mechanical properties of graphite materials undergo changes, which ultimately affect the load-bearing capacity of the core components. Therefo…
To address the challenges of high difficulty and low efficiency in traditional 3D mesoscale concrete numerical models, which hinder their application, a frictional debonding failure method for 3D models is adopted. This approach avoids the complexity of traditionally establishing physical transition…
Based on equivalent homogenization theory, a multi-scale simulation study was conducted to investigate the influence of mesoscopic aggregate factors on the mechanical behavior of reinforced concrete (RC) columns under eccentric compression. This was achieved by establishing both mesoscopic numerical…
To improve the prediction accuracy of the performance of short fiber-reinforced rubber composites (SFRCs), and considering that most fibers within these composites exhibit a random wavy shape, a discretization modeling method was employed to establish a two-dimensional representative volume element …
To investigate the shear performance of fully grouted prestressed anchors against shear-slip bodies, a method for calculating the minimum required support resistance of a slip body is proposed based on shear-slip theory. The neutral point position and support force calculation methods for fully grou…
To satisfy the requirements for structural lightweighting and energy absorption, superior energy-absorbing box structures were designed and investigated. The quasi-static axial compression behavior of tapered energy-absorbing boxes filled with functionally graded aluminum foam was simulated, and a l…
Thin-walled structures are widely utilized in fields such as transportation due to their advantages of light weight, low manufacturing cost, and high energy absorption efficiency. To improve the energy absorption performance of traditional straight tubes and corrugated tubes, a tapered thin-walled t…
The significant differences in shrinkage and creep characteristics between ultra-high performance concrete (UHPC) and normal concrete (NC) lead to markedly distinct long-term deflection growth in steel-UHPC composite beams versus steel-NC composite beams. To scientifically and rationally calculate t…
The energy method is favored by researchers because it avoids the complex intermediate stress analysis of instability failure in spatial steel structures. Large-span spatial steel structures represent a critical structural form in engineering. Due to their numerous degrees of freedom and the complex…
To clarify the time-dependent evolution of pile-soil interaction and the variation law of negative skin friction for pile foundations in high loess fill sites, and to elucidate the influence of internal force variation on the long-term service performance of pile foundations, considering the creep d…
Addressing the issue that existing slope deformation predictions rarely consider the spatial variability of soil property parameters, this paper proposes a stochastic deformation prediction method for high fill slopes. By analyzing the one-dimensional consolidation creep characteristics of loess, a …
The designability of compressive modulus and plateau stress, along with the tunability of compressive mechanical properties, constitute key challenges in enhancing the applicability of porous materials. The design methodology for ordered porous-based interpenetrating phase composites represents an e…
To achieve industrialized production and rapid construction of reinforced concrete wall panels, a fully bolted connection technology utilizing boot-shaped embedded parts is proposed. Horizontal pushover tests were conducted to investigate the failure modes, stress distribution, and mechanical behavi…
To further investigate the mechanical characteristics of overconsolidated unsaturated cohesive soil and to verify the proposed three-shear subloading surface model for overconsolidated unsaturated cohesive soil through true triaxial numerical tests, Jiangxi laterite was selected as the research obje…
Based on the simplification of the cylindrical axisymmetric problem and the favorable properties of modified Bessel functions, a displacement harmonic function containing undetermined functions was constructed. Applying the constructed displacement harmonic function, stress expressions containing un…
This work aims to identify models capable of describing size effects on the modulus and hardness of polymers as measured by indentation testing. First, elastic size effects are described through a model developed by introducing an elastic unloading load model that incorporates couple-stress elastici…
