SHELLING RATIO AND CORE DENSITY EFFECTS ON STIFFNESS, ULTIMATE STRENGTH, AND TOUGHNESS OF VENEERED-HARDBOARD BEAMS

被引：0

作者：

CHOW, P ^{[1
]}

HANSON, RC ^{[1
]}

机构：

[1] CHIEF CONSTRUCT CO, GRAND ISL, NE USA

来源：

FOREST PRODUCTS JOURNAL | 1980年 / 30卷 / 01期

关键词：

BEAMS AND GIRDERS - Wood - STRUCTURAL PANELS - VENEER - WOOD PRODUCTS - Laminates;

D O I：

暂无

中图分类号：

S7 [林业];

学科分类号：

0829 ; 0907 ;

摘要：

Static bending tests were conducted on 3/4-inch-thick, 12- by 39-inch hardboards, red oak veneered-hardboard composites, and red oak lumber. of This paper reports the test results of a study intended to develop a 3/4-inch thick red oak veneered commercial hardboard panel possessing bending properties comparable to those of the high cost 3/4-inch thick red oak plywood or lumber for structural applications or high quality shelving uses.

引用

页码：37 / 40

页数：4