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Simulation of High-Strain-Rate Comminution through a Breakage Model with Adaptive Rate Dependence 基于自适应速率依赖破坏模型的高应变速率粉碎模拟
Pub Date : 2021-06-01 DOI: 10.1061/(ASCE)EM.1943-7889.0001924
Ritaja Ray, G. Buscarnera
AbstractWhile laboratory evidence suggests that particle crushing generates nonnegligible rate-dependence in granular materials, few constitutive laws reproduce such effects in light of grain-scale...
摘要虽然实验室证据表明颗粒破碎在颗粒材料中产生不可忽略的速率依赖性,但很少有本构律在颗粒尺度上再现这种效应。
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引用次数: 3
Dynamic Damage Constitutive Model of Frozen Silty Soil with Prefabricated Crack under Uniaxial Load 单轴荷载作用下含预制裂缝冻结粉土动力损伤本构模型
Pub Date : 2021-06-01 DOI: 10.1061/(ASCE)EM.1943-7889.0001933
D. Ma, H. Xiang, Q. Ma, Ezra Esanju Kaunda, K. Huang, Qingqing Su, Z. Yao
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引用次数: 15
Analysis of Rectangular Orthotropic Membranes for Mechanical Properties Identification through Load-Displacement Data 基于载荷-位移数据的矩形正交异性膜力学性能分析
Pub Date : 2021-06-01 DOI: 10.1061/(ASCE)EM.1943-7889.0001921
G. Battaglia, A. Di Matteo, G. Micale, A. Pirrotta
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引用次数: 1
Deterministic and Random Vibration of Linear Systems with Singular Parameter Matrices and Fractional Derivative Terms 具有奇异参数矩阵和分数阶导数项的线性系统的确定性和随机振动
Pub Date : 2021-06-01 DOI: 10.1061/(ASCE)EM.1943-7889.0001937
A. Pirrotta, I. Kougioumtzoglou, A. Di Matteo, V. C. Fragkoulis, A. Pantelous, C. Adam
AbstractBoth time- and frequency-domain solution techniques are developed for determining the response of linear multi-degree-of-freedom systems exhibiting singular parameter matrices and endowed w...
摘要本文发展了时域和频域求解技术,用于确定具有奇异参数矩阵和赋值w的线性多自由度系统的响应。
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引用次数: 12
Numerical Simulation of Viscoelastic Behavior of Asphalt Mixture Using Fractional Constitutive Model 基于分数本构模型的沥青混合料粘弹性特性数值模拟
Pub Date : 2021-05-01 DOI: 10.1061/(ASCE)EM.1943-7889.0001927
Linhao Gu, Wei-guang Zhang, T. Ma, Xiaohua Qiu, Jian Xu
AbstractAn innovative procedure was proposed to simulate the viscoelastic mechanical behavior of asphalt mixture. The existing fractional viscoelastic models were quantitatively analyzed, and the f...
摘要提出了一种模拟沥青混合料粘弹性力学行为的创新方法。对现有的分数黏弹性模型进行了定量分析。
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引用次数: 12
Combined Use of Rocking Walls and Inerters to Improve the Seismic Response of Frame Structures 震动墙与隔震器的组合使用改善框架结构的地震反应
Pub Date : 2021-05-01 DOI: 10.1061/(ASCE)EM.1943-7889.0001920
A. D. Di Egidio, S. Pagliaro, C. Fabrizio
AbstractThis paper investigates the possibility to enhance the seismic response of a frame structure by the combined use of an external rocking wall and some inerters attached to both the frame and...
摘要:本文探讨了在框架结构和框架结构上同时加装外摇墙和一些隔震器来增强框架结构地震反应的可能性。
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引用次数: 5
Accurate Response Sensitivity Analysis of a Thermomechanical Constitutive Model for Superelastic SMAs 超弹性sma热力学本构模型的精确响应灵敏度分析
Pub Date : 2021-05-01 DOI: 10.1061/(ASCE)EM.1943-7889.0001925
Q. Gu, Ning Zhang, Bin Wang, Songye Zhu
AbstractSuperelastic shape memory alloys (SMAs) have attracted considerable interest in the field of earthquake engineering recently due to their excellent self-centering and moderate energy dissip...
摘要超弹性形状记忆合金(SMAs)具有优异的自定心性能和适度的能量耗散特性,近年来在地震工程领域引起了广泛的关注。
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引用次数: 1
Reliability-Based Design Optimization Using Quantile Surrogates by Adaptive Gaussian Process 基于自适应高斯过程的分位数替代可靠性设计优化
Pub Date : 2021-05-01 DOI: 10.1061/(ASCE)EM.1943-7889.0001910
Jungho Kim, Junho Song
AbstractIt is of great significance to incorporate various uncertainties into the design optimization of structures and other engineering systems. Many reliability-based design optimization (RBDO) ...
摘要将各种不确定性因素纳入结构及其他工程系统的设计优化中具有重要意义。许多基于可靠性的设计优化(RBDO)…
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引用次数: 9
Two-Dimensional Deformation Estimation of Beam-Like Structures Using Inverse Finite-Element Method: Theoretical Study and Experimental Validation 梁状结构二维变形反演有限元方法的理论研究与实验验证
Pub Date : 2021-05-01 DOI: 10.1061/(ASCE)EM.1943-7889.0001917
Runzhou You, L. Ren, Chaolin Yuan, G. Song
AbstractThe real-time estimation of structural deformations using discrete strain data, known as shape sensing, is critical to the health monitoring of structures such as bridges. An innovative met...
摘要利用离散应变数据实时估计结构变形,即形状传感,对桥梁等结构的健康监测至关重要。一个创新的相遇……
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引用次数: 9
Semianalytical Solution for One-Dimensional Consolidation in a Multilayered Unsaturated Soil System with Exponentially Time-Growing Permeable Boundary 具有指数时间增长渗透性边界的多层非饱和土系统一维固结的半解析解
Pub Date : 2021-05-01 DOI: 10.1061/(ASCE)EM.1943-7889.0001934
Linzhong Li, A. Qin, Lianghua Jiang, G. Mei
AbstractThis paper proposes new semianalytical solutions to one-dimensional consolidation of unsaturated soils with a multilayered system under the partially permeable boundary condition, in which ...
摘要本文提出了部分渗透边界条件下多层非饱和土一维固结的半解析解。
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引用次数: 7
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Journal of Engineering Mechanics-asce
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