The Quasi-static Deformation, Failure, and Fracture Behavior of Titanium Alloy Gusset Plates Containing Bolt Holes

被引：2

作者：

Hurtuk, Therese ^{[1
]}

Menzemer, C. C. ^{[1
]}

Patnaik, A. ^{[1
]}

Srivatsan, T. S. ^{[2
]}

Manigandan, K. ^{[2
]}

Quick, T. ^{[3
]}

机构：

[1] Univ Akron, Dept Civil Engn, Akron, OH 44325 USA

[2] Univ Akron, Dept Mech Engn, Akron, OH 44325 USA

[3] Univ Akron, Dept Geol, Akron, OH 44325 USA

来源：

JOURNAL OF MATERIALS ENGINEERING AND PERFORMANCE | 2012年 / 21卷 / 11期

关键词：

bolt holes; fracture; gusset plate; microstructure; nature of failure; quasi-static loading; titanium alloy; DESIGN CRITERIA; TENSION;

D O I：

10.1007/s11665-012-0175-6

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

In this article, the influence of bolt holes, specifically their number and layout on strength, deformation, and final fracture behavior of titanium alloy gusset plates under the influence of an external load is presented and discussed. Several plates having differences in both the number and layout of the bolt holes were precision machined and then deformed under quasi-static loading. The specific influence of number of bolt holes and their layout on maximum load-carrying capability and even fracture load was determined. The conjoint influence of bolt number, bolt layout pattern, nature of loading, contribution from local stress concentration, and intrinsic microstructural effects in governing the macroscopic fracture mode and intrinsic microscopic mechanisms is presented and discussed.

引用

页码：2363 / 2374

页数：12

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