WRC 117 PDF

WRC 117 PDF

Name:
WRC 117 PDF

Published Date:
1966

Status:
Active

Description:

Static Tests on Longitudinally Stiffened Plate Girders

Publisher:
Welding Research Council, Inc.

Document status:
Active

Format:
Electronic (PDF)

Delivery time:
10 minutes

Delivery time (for Czech version):
200 business days

SKU:
wrc-117_2189712

Choose Document Language:
16.20 €
Need Help?
Two series of static tests on longitudinally stiffened steel plate girders are described. The first series consisted of six static bending tests on six longitudinally stiffened specimens. The experimental variables were the panel size and the longitudinal stiffener size. The primary objectives of this series were:

(1) to determine to what extent longitudinal stiffeners can contribute to the resistance of the web to vertical buckling of the compression flange,
(2) to determine how the stress redistribution at loads above the theoretical web buckling load is affected by the presence of a longitudinal stiffener and
(3) to determine to what extent lateral web deflections can be reduced by the use of a longitudinal stiffener.

The second test series consisted of eight static shear tests on four longitudinally stiffened plate girders. The experimental variables were the panel aspect ratio and the longitudinal stiffener location and size. The primary objectives of these tests were to determine the effect of longitudinal stiffeners on the static behavior of plate girder panels subjected to high shear and to determine the contribution of longitudinal stiffeners to the static shear strength of plate girders.

The test setups and test procedures are described and the results are analyzed and discussed. For the bending tests the longitudinal stiffeners were effective in preventing stress redistribution and in controlling web deflections. However, the longitudinal stiffeners which were used in these tests had no significant effect on the observed ultimate loads, except in one test where an 11% increase in the ultimate load was realized. From the shear tests it is concluded that the longitudinal stiffeners were effective in controlling web deflections, forcing separate tension fields to develop in the subpanels formed by the longitudinal stiffeners. The shear strengths of the longitudinally stiffened test girders were increased from 6 to 38% higher than the strength of similar unstiffened girders.
File Size : 1 file , 2 MB
Note : This product is unavailable in Ukraine, Russia, Belarus
Number of Pages : 41
Published : 1966

History


Related products

WRC 221
Published Date: 1976
Part 1: Analysis of Test Data on PVRC Specification No.3, Ultrasonic Examination of Forgings, Revisions I and II
16.20 €
WRC 275
Published Date: 1982
The Use of Quenched and Tempered 2 1/4 Cr-1 Mo Steel for Thick Wall Reactor Vessels in Petroleum Refinery Processes: An Interpretive Review of 25 Years of Research and Application
23.10 €
WRC 290
Published Date: 1983
Factors Affecting Porosity in Aluminum Welds - A Review
16.20 €
WRC 523
Published Date: 2010
The Master S-N Curve Method: An Implementation for Fatigue Evaluation of Welded Components in the ASME B&PV Code, Section VIII, Division 2 and API 579-1/ASME FFS-1
67.50 €

Best-Selling Products

NTCIP 1101:1996
Published Date: 1996
Simple Transportation Management Framework
27.60 €
NTCIP 1102:2004
Published Date: 2005
Octet Encoding Rules (OER) Base Protocol
41.10 €
NTCIP 1103 - 2010
Published Date: 2010
Transportation Management Protocols (TMP)
61.20 €
NTCIP 1104 v01
Published Date: 2009
Center-to-Center Naming Convention Specification
21.60 €
NTCIP 1201:2005
Published Date: 01/01/1997
Global Object (GO) Definitions
48.60 €
NTCIP 1201:2011
Published Date: 04/01/2011
Global Object (GO) Definitions
62.10 €