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Simulating Local Buckling-Induced Softening in Steel Members Using an Equivalent Nonlocal Material Model in Displacement-Based Fiber Elements

机译：在基于位移的纤维元件中使用等效的非局部材料模型模拟钢构件中的钢构件的软化

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Subodh Kolwankar; Amit Kanvinde; Maha Kenawy; Dimitrios Lignos; Sashi Kunnath;
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年度 2018
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1. Simulating Local Buckling-lnduced Softening in Steel Members Using an Equivalent Nonlocal Material Model in Displacement-Based Fiber Elements [J] . Kolwankar Subodh, Kanvinde Amit, Kenawy Maha, Journal of structural engineering . 2018,第10期

机译：在基于位移的纤维单元中使用等效非局部材料模型模拟钢构件中的局部屈曲诱发的软化
2. Simulating Cyclic Local Buckling-lnduced Softening in Steel Beam-Columns Using a Nonlocal Material Model in Displacement-Based Fiber Elements [J] . Kolwankar Subodh, Kanvinde Amit, Kenawy Maha, Journal of structural engineering . 2020,第1期

机译：在基于位移的纤维单元中使用非局部材料模型模拟钢梁柱的循环局部屈曲诱发的软化
3. A Modified Damage-Plasticity Coupled Area-Weighted Nonlocal Model for Simulating Ductile Fracture and Softening Behaviors of Materials [J] . PengCao, DechengFeng, ChangjunZhou Mathematical Problems in Engineering: Theory, Methods and Applications . 2014,第6期

机译：修正的损伤-塑性耦合面积加权非局部模型，用于模拟材料的延性断裂和软化行为
4. Finite element investigation of vertical stabilisation piles in a stiff clay excavated slope using a nonlocal strain softening model [C] . F.C. Summersgill, S. Kontoe, D.M. Potts European conference on soil mechanics and geotechnical . 2015

机译：基于非局部应变软化模型的刚性黏土开挖边坡中竖向稳定桩的有限元研究
5. NONLOCAL FRACTURE CHARACTERISTICS OF STRAIN-SOFTENING MATERIALS. [D] . PIJAUDIER-CABOT, GILLES. 1987

机译：应变软化材料的非局部断裂特性。
6. Shear Behavior Models of Steel Fiber Reinforced Concrete Beams Modifying Softened Truss Model Approaches [O] . Jin-Ha Hwang, Deuck Hang Lee, Hyunjin Ju, 2013

机译：修正软化桁架模型方法的钢纤维混凝土梁抗剪性能模型
7. Spectral analysis of localization in nonlocal and over-nonlocal materials with softening plasticity or damage [O] . G. DI LUZIO, BAZANT Z.P 2005

机译：非本地化和非本地化材料中局部化的光谱分析，具有可塑性或软化作用

Simulating Local Buckling-Induced Softening in Steel Members Using an Equivalent Nonlocal Material Model in Displacement-Based Fiber Elements

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