High-cycle fatigue interaction between soil foundation and concrete slab under moving wheel-type loads
نویسندگان
چکیده
منابع مشابه
Analysis of a Beam under Moving Loads
Abstract: It is assumed that a beam made of material has a physical nonlinear behavior. This beam is analyzed under the moving concentrated and distributed continuous loads. The vibration equations of motion are derived from the Hamilton's Principle and Euler–Lagrange Equation. In this study, the amplitude of vibration, circular frequency, bending moment, stress and deflection of the beam has b...
متن کاملReinfoRced concRete BRidges undeR incReased Railway tRaffic loads - fatigue BehaviouR and safety MeasuRes
PAR ingénieur civil diplômé EPF de nationalité suisse et originaire de Arosa (GR) acceptée sur proposition du jury:
متن کاملLow Cycle Fatigue Behavior of Concrete with Recycled Concrete Aggregates
A comparison of concrete containing recycled concrete coarse aggregates and natural coarse aggregates subjected to high strain, low cycle compressive fatigue is presented. Using a strain based feedback control loop, concrete cylinders are compressed at 15µε/s to a specified strain then unloaded to zero stress for 10 cycles. After cycling, all samples are loaded to a strain of 0.008. Direct conc...
متن کاملthe investigation of the relationship between type a and type b personalities and quality of translation
چکیده ندارد.
Parallel Soil–Foundation–Structure Interaction Computations
Described here is the Plastic Domain Decomposition (PDD) Method for parallel elasticplastic finite element computations related to Soil–Foundation–Structure Interaction (SFSI) problems. The PDD provides for efficient parallel elastic-plastic finite element computations steered by an adaptable, runtime repartitioning of the finite element domain. The adaptable repartitioning aims at balancing co...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: Engineering Structures
سال: 2020
ISSN: 0141-0296
DOI: 10.1016/j.engstruct.2019.109931