Results 231 to 240 of about 402,077 (300)

Projections of 21st-century sea-level fall along coastal Greenland. [PDF]

Nat Commun
Lewright L, Austermann J, Piecuch CG, Adhikari S, Davis JL, Milne GA, Paxman GJG.   +6 more
europepmc   +1 more source

First-principles calculations to explore the structural stability, elastic, thermal, and opto-electronic properties of Mg-Cu-Y ternary compounds. [PDF]

Sci Rep
Xu H, Dong Q, Chen T, Tong S, Zhou Y, Tan J.   +5 more
europepmc   +1 more source

Constitutive Model of Quasi-Static and Dynamic Tensile Behavior and High-Temperature Rheology of PEEK. [PDF]

Materials (Basel)
Tian L, Deng J, Zhang X, Wang B, Tang T, Lu L, Fan C, Zhang C.   +7 more
europepmc   +1 more source

Progressive Failure Behavior: Energy Evolution and Self-Inhibition in Mining-Stressed Coal with Borehole-Cracked Fractures. [PDF]

ACS Omega
Zhang T, Meng W, Pang M, Zhu S, Pan H.
europepmc   +1 more source

Radial oscillation of an encapsulated bubble near a planar rigid wall under dual-frequency acoustic excitation in viscoelastic fluids. [PDF]

Ultrason Sonochem
Zang YC, Chen DC, Zhu XF, Wu DJ, Lin WJ.
europepmc   +1 more source

Study on evaluation method for hydromechanical properties of hard and brittle shale based on indentation hardness. [PDF]

Sci Prog
Cui S, Jianfa W, Zeng B, Huang H, Chen L, Liu H, Zhang Z.   +6 more
europepmc   +1 more source

Stability of ribbed shells on the elastic foundation

Доповiдi Нацiональної академiї наук України, 2016
doaj  

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Elastic-Plastic Slabs on Elastic Foundation

Journal of the Structural Division, 1978
A method of analysis and design of rectangular and circular elastoplastic, reinforced concrete, and slabs resting on a Winkler-type foundation is proposed in this paper. The method is an application of the yield-line theory of structures and gives upper bounds of the true limit loads.
George Gazetas, Theodosios P. Tassios
openaire   +1 more source

Plates on Elastic Foundation

Journal of Structural Engineering, 1990
Analysis of rectangular plates resting on a Winkler-type, one-parameter foundation is studied. The finite element method is applied and a 12-degree-of-freedom, nonconforming rectangular plate element is adopted. Based on shape functions of the plate element, an energy approach is used to derive a closed-form, 12-by-12, consistent foundation stiffness ...
David S. Chilton, Jerzy W. Wekezer
openaire   +1 more source