Effect of fiber angle on LYP steel shear walls behavior简

Steel shear wall（SSW） was properly determined using numerical and experimental approaches.The properties of SSW and LYP（low yield point） steel shear wall（LSSW） were measured.It is revealed that LSSW exhibits higher properties compared to SSW in both elastic and inelastic zones.It is also concluded that the addition of CFRP（carbon fiber reinforced polymers） enhances the seismic parameters of LSSW（stiffness,energy absorption,shear capacity,over strength values）.Also,stress values applied to boundary frames are lower due to post buckling forces.The effect of fiber angle was also studied and presented as a mathematical equation.     

薄壁波纹钢管混凝土柱局部屈曲性能研究

对一种新型的薄壁波纹钢管混凝土柱进行了低周反复荷载作用下滞回性能试验研究,然后利用ABAQUS进行模拟分析,分析了钢板截面宽厚比、长细比、钢板强度、混凝土强度等4个因素对薄壁波纹钢管混凝土柱局部屈曲的影响规律.试验结果表明:薄壁波纹钢管混凝土柱宽厚比、长细比基本与屈曲荷载成反比,钢板强度与屈曲荷载成正比,混凝土强度基本与屈曲荷载无关.     

冲压板料回弹中的失稳研究

回弹是材料成型结束后的一个复杂的弹塑性变形过程 ,它直接影响到冲压件的尺寸精度。本文采用随动强化材料模型考虑了Bauschinger效应 ,指出回弹卸载中可能会出现局部失稳的现象 ,并应用有限元方法和能量原理 ,提出了回弹失稳的临界应力计算方法 ,对于提高回弹的计算精度、改善冲压件的产品质量有重要意义。     

In-plane anisotropy of 1545 aluminum alloy sheet

1　INTRODUCTIONThe in plane anisotropy of mechanical proper ties brings the limitation to the use of alloy sheet.At the same time, during the material processing,the difficulties of contour machining will also be in creased. For this reason, when designing high performance aluminum alloy sheets, the in planeanisotropy is an important performance parameterthat must be considered. Studies have shown thatminor Sc and Zr in the Al Mg Mn alloy can refinegrains of cast ingot, inhib…     

Experimental and numerical life prediction of thermally cycled thermal barrier coatings

This article addresses the predominant degradation modes and life prediction of a plasma-sprayed thermal barrier coating (TBC). The studied TBC system consists of an air-plasma-sprayed bond coat and an air-plasma-sprayed, yttria partially stabilized zirconia top layer on a conventional Hastelloy X substrate. Thermal shock tests of as-sprayed TBC and pre-oxidized TBC specimens were conducted under different burner flame conditions at Volvo Aero Corporation (Trollhättan, Sweden). Finite element models were used to simulate the thermal shock tests. Transient temperature distributions and thermal mismatch stresses in different layers of the coatings during thermal cycling were calculated. The roughness of the interface between the ceramic top coat and the bond coat was modeled through an ideally sinusoidal wavy surface. Bond coat oxidation was simulated through adding an aluminum oxide layer between the ceramic top coat and the bond coat. The calculated stresses indicated that interfacial delamination cracks, initiated in the ceramic top coat at the peak of the asperity of the interface, together with surface cracking, are the main reasons for coating failure. A phenomenological life prediction model for the coating was proposed. This model is accurate within a factor of 3.     

管坯推压缩径端部翘曲机理及其影响因素分析

基于对管坯推压缩径的理论分析、试验研究和数值模拟,揭示出缩径时管坯端部存在翘曲的主要原因:管坯内外层缩径量不均匀,使得内层的轴向变形大于外层,导致变形后的管坯端部产生刚体转动,使其外径大于凹模出口处内径,产生翘曲,而且翘曲区的长度近似等于最初位于凹模锥口部分坯料流出后的长度;并分析了缩径率、缩径凹模半锥角、摩擦系数、缩径管坯初始壁厚对管端翘曲和轴向伸长率的影响规律。     

以临界屈曲应变为判断依据的非开挖内衬修复设计改进方法

《城镇排水管道非开挖修复更新工程技术规程》(CJJ/T 210-2014)选取管道的长期弹性模量EL进行内衬修复设计,并规定EL为短期弹性模量Es的0.5倍,但是对于这一做法的理论依据仍然存在较多质疑,也导致设计过于保守。据此考虑引入临界屈曲应变理论,提出以内衬的临界屈曲应变εr为破坏判据,并选取管道短期弹性模量Es进行设计的改进方法。研究表明,改进后的设计方法能够保证内衬设计在理论上的正确性,满足内衬的长期强度要求,减小大约21%的内衬设计壁厚,能够有效降低工程成本。     

Non-Hierarchical Architected Materials with Extreme Stiffness and Strength

Stretch-dominated truss and plate microstructures are contenders in the quest for realizing architected materials with extreme stiffness and strength. In the low volume fraction limit, closed-cell isotropic plate microstructures meet theoretical upper bounds on stiffness but have low buckling strength, whereas open-cell truss microstructures have high buckling strength at the cost of significantly reduced stiffness. At finite volume fractions, the picture becomes less clear but both are outperformed by hollow truss lattice and hierarchical microstructures in terms of buckling strength. Despite significant advances in manufacturing methods, hollow and multi-scale hierarchical microstructures are still challenging to build. The question is if there exist realizable microstructures providing stiffness and strength matching or even beating hard-to-realize hollow or hierarchical microstructures? Herein, single-scale non-hierarchical (first order) microstructures that beat the buckling strength of hollow truss lattice structures by a factor of 2.4 and first- and second-order plate microstructures by factors of 5 and 1.4, respectively, are systematically designed, built, and tested. Stiffness of the microstructures is within 40% of theoretical bounds and beats both truss and second order plate microstructures. The microstructures are realized with 3D printing. Experiments validate theoretical predictions and additional insight is provided through numerical modeling of a CT-scanned sample.     

Level‐set topology optimization with many linear buckling constraints using an efficient and robust eigensolver

Linear buckling constraints are important in structural topology optimization for obtaining designs that can support the required loads without failure. During the optimization process, the critical buckling eigenmode can change; this poses a challenge to gradient‐based optimization and can require the computation of a large number of linear buckling eigenmodes. This is potentially both computationally difficult to achieve and prohibitively expensive. In this paper, we motivate the need for a large number of linear buckling modes and show how several features of the block Jacobi conjugate gradient (BJCG) eigenvalue method, including optimal shift estimates, the reuse of eigenvectors, adaptive eigenvector tolerances and multiple shifts, can be used to efficiently and robustly compute a large number of buckling eigenmodes. This paper also introduces linear buckling constraints for level‐set topology optimization. In our approach, the velocity function is defined as a weighted sum of the shape sensitivities for the objective and constraint functions. The weights are found by solving an optimization sub‐problem to reduce the mass while maintaining feasibility of the buckling constraints. The effectiveness of this approach in combination with the BJCG method is demonstrated using a 3D optimization problem. Copyright © 2016 John Wiley & Sons, Ltd.     

A new approach for the solution of singular optima in truss topology optimization with stress and local buckling constraints

The present paper investigates problems of truss topology optimization under local buckling constraints. A new approach for the solution of singular problems caused by stress and local buckling constraints is proposed. At first, a second order smooth-extended technique is used to make the disjoint feasible domains connect, then the so-called ε-relaxed method is applied to eliminate the singular optima from problem formulation. By means of this approach, the singular optimum of the original problem caused by stress and local buckling constraints can be searched approximately by employing the algorithms developed for sizing optimization problems with high accuracy. Therefore, the numerical problem resulting from stress and local buckling constraints can be solved in an elegant way. The applications of the proposed approach and its effectiveness are illustrated with several numerical examples. Received May 2, 2000