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journal of solid mechanics
  
سال:2020 - دوره:12 - شماره:3
  
 
a new approach for stress state - dependent flow localization failure bounded through ductiledamage in dynamically loaded sheets
- صفحه:559-569
  
 
an analytical solution on size dependent longitudinal dynamic response of swcnt under axial moving harmonic load
- صفحه:586-599
  
 
fatigue life prediction of rivet joints
- صفحه:551-558
  
 
influence of rigidity, irregularity and initial stress on shear waves propagation in multilayered media
- صفحه:713-728
  
 
investigation of strain gradient theory for the analysis of free linear vibration of nano truncated conical shell
- صفحه:632-648
  
 
moving three collinear griffith cracks at orthotropic interface
- صفحه:681-699
  
 
non-linear response of torsional buckling piezoelectric cylindrical shell reinforced with dwbnnts under combination of electro-thermo-mechanical loadings in elastic foundation
- صفحه:505-520
  
 
numerical analysis of the effect of external circumferential cracks in transition thickness zone of pressurized pipes using xfem – elastic-plastic behavior
- صفحه:620-631
  
 
on the optimum die shape in rod drawing process considering work-hardening effect of material
- صفحه:539-550
  
 
reliability-based robust multi-objective optimization of friction stir welding lap joint aa1100 plates
- صفحه:600-606
  
 
study of torsional vibrations of composite poroelasticspherical shell-biot’s extension theory
- صفحه:649-662
  
 
the effects of initial in-plane loads on the response of composite-sandwich plates subjected to low velocity impact: using a new systematic iterative analytical process
- صفحه:521-538
  
 
thermoelastic damping and frequency shift in kirchhoff plate resonators based on modified couple stress theory with dual-phase-lag model
- صفحه:700-712
  
 
three dimensional thermal shock problem in magneto-thermoelastic orthotropic medium
- صفحه:663-680
  
 
vibration analysis of size-dependent piezoelectric nanobeam under magneto-electrical field
- صفحه:570-585
  
 
vibration of timoshenko beam-soil foundation interaction by using the spectral element method
- صفحه:607-619
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