Titlebook: Inelastic Behaviour of Plates and Shells; IUTAM Symposium, Rio Luiz Bevilacqua,Raúl Feijóo,Roger Valid Conference proceedings 1986 Springer

精明

書目名稱Inelastic Behaviour of Plates and Shells影響因子(影響力)




書目名稱Inelastic Behaviour of Plates and Shells影響因子(影響力)學(xué)科排名




書目名稱Inelastic Behaviour of Plates and Shells網(wǎng)絡(luò)公開度




書目名稱Inelastic Behaviour of Plates and Shells網(wǎng)絡(luò)公開度學(xué)科排名




書目名稱Inelastic Behaviour of Plates and Shells被引頻次




書目名稱Inelastic Behaviour of Plates and Shells被引頻次學(xué)科排名




書目名稱Inelastic Behaviour of Plates and Shells年度引用




書目名稱Inelastic Behaviour of Plates and Shells年度引用學(xué)科排名




書目名稱Inelastic Behaviour of Plates and Shells讀者反饋




書目名稱Inelastic Behaviour of Plates and Shells讀者反饋學(xué)科排名

壕溝

Time Deflection Behaviour of Ice Plates,is of ice structures up to failure..An incremental formulation and numerical technique, introduced elsewhere, allows effective and efficient treatment of the governing equations, a solution technique which is demonstrated by solving the problem of a long ice plate subjected to in-plane compressive forces and undergoing cylindrical bending.

gnarled

Fracture and Fatigue of Composite Plates and Shells,ted from the buckling of a delaminated region are taken into account. Cyclic, static and combined fatigue are considered. The effect of delaminations on the load carrying capacity of composite plates and shells is discussed.

附錄

不知疲倦

Callus

WAIL

Wrinkling in Thin Plates due to In-plane Body Forces,me shapes that are governed by the differential equation . where . is the reduced distributed weight force, and . a horizontal pretension force parameter..The case of a blanket with sinusoidal boundaries, supported at two corner points is discussed in detail.

雇傭兵

積習(xí)已深

Buckling Analysis of Reinforced Concrete Shells,he quantity of reinforcement and the quality of concrete, and the nonlinear properties of r.c. shells, i.e. cracks in the cross sections, creep of the concrete and the plasticity of concrete and reinforcement respectively. The proposed method adequately describes the results and the situation of erected domes.

好色

Optimum Design of Structures Made of Elastic-Plastic Materials,ions for unknown boundaries are obtained taking into account load carrying capacity and shakedown constraints. The derived sensitivity analysis formulas are applied to the different problems of elastic-plastic design.