Determination of stress concentration factors on flat plates of structural steel

نویسنده

  • A Santos
چکیده

The aim of this study was to determine stress concentration factors using finite element software; within the most outstanding results is ANSYS software validation for the determination of concentration factors in flat plates with a central hole subjected to axial load; Since it could be statistically demonstrated that there aren ́t significant differences between the theoretical data and the data obtained through simulation. Were also obtained plots of stress concentration factors for flat plates with three holes, under the same load; it is noted that if the holes are transversely located, the concentration factor decreases to the extent that the relationship P3 / d increases, but to ensure this correlation it should be prevented that the hole diameter and the hole spacing exceeds a limit value, since if this occurs the point of maximum stress changes the inner to the outer area of the hole because the separation between the hole and the edge of the plate decreases significantly. If the arrangement of the holes is longitudinal it can be seen that the concentration factor decreases to the extent that the ratio d / b increases and additionally the magnitude of the factor is unaffected by the distance between centers of the holes and are quite similar to present a single flat plate with central hole.

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

Finite Element Method for Static Cyclic Behavior of Steel Shear Wall with Corrugated Plates

The system of steel shear wall is an initiative resistance system against the lateral load such as an earthquake and the wind that has been researched in the last three decades. Currently, this system is noticed more than other systems because of adequate stiffness, ductility, and more energy absorption. The system of steel shear wall with corrugated sheets has been offered as an innovative sys...

متن کامل

Investigation of different methods in strengthening braced steel frame under blast load

Unpredicted loading caused by blast or impact may lead to severe damage in structures. Such damage may affect the whole structural performance. Connections are the key contributor to the integrity and energy dissipation capacity of the structural steel systems and play the most important role in mitigating such consequences. In the view of the importance of connections, finite element analysis ...

متن کامل

Response Modification Factor of Coupled Steel Shear Walls

The present research is concerned with the determination of ductility, over-strength and response modification factors of coupled steel shear wall frames. Three structural models with various numbers of stories, bay width and coupling beam height were analyzed using static pushover and incremental nonlinear dynamic analyses. The ductility, over-strength and response modification factors for the...

متن کامل

Determination of the Effective Parameters for Perforated Functionally Graded Plates with Polygonal Cutout by Analytical Solution

This paper investigates the moments and stress resultants from infinite FG laminates with different polygonal cutouts subject to uniaxial tensile load. The analytical solution used for the calculation of stress resultants and moments is the basis of the complex-variable method and conformal mapping function. The impact of various factors, namely cutout orientation angle, cutout aspect ratio as ...

متن کامل

Stepped-end Design for Carbon Fiber -reinforced Plastic (cfrp) Bonded onto a Steel Plate under Uni-axial Load

In the application of multiple Carbon Fiber-Reinforced Plastic (CFRP) plates onto a structural steel member, stepping of the CFRP plate ends is often adopted to prevent debonding. This approach requires the nonuniform extension of CFRP plate lengths. In this study, to shorten the length of CFRP plates, a nonuniform overlapping arrangement of several CFRP plate ends was proposed and the theoreti...

متن کامل

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

عنوان ژورنال:

دوره   شماره 

صفحات  -

تاریخ انتشار 2013