Bending strength and stiffness of wood I-beams with nail and elastomeric adhesive bonding

被引：0
|
作者：
机构：
[1] Bohnhoff, D.R.
[2] Siegel, C.E.
来源：
Bohnhoff, D.R. | 1991年 / 34期
关键词：
9;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
引用
收藏
相关论文
共 50 条
  • [41] FLEXURAL PROPERTIES OF WOOD I-BEAMS FLANGED WITH TROPICAL HARDWOODS
    Campos, M. B. S.
    Del Menezzi, C. H. S.
    de Souza, M. R.
    JOURNAL OF TROPICAL FOREST SCIENCE, 2012, 24 (03) : 358 - 367
  • [42] PREDICTING THE LOAD-CAPACITY OF WOOD COMPOSITE I-BEAMS USING THE TENSOR POLYNOMIAL STRENGTH THEORY
    LEICHTI, RJ
    TANG, RC
    WOOD SCIENCE AND TECHNOLOGY, 1989, 23 (02) : 109 - 121
  • [43] EVALUATION OF SHEAR WEB PLY ORIENTATION FOR WOOD I-BEAMS
    FAWCETT, R
    SACK, RL
    JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1977, 103 (03): : 635 - 647
  • [44] PREFABRICATED WOOD COMPOSITE I-BEAMS - A LITERATURE-REVIEW
    LEICHTI, RJ
    FALK, RH
    LAUFENBERG, TL
    WOOD AND FIBER SCIENCE, 1990, 22 (01): : 62 - 79
  • [45] TENSILE-STRENGTH OF ELASTOMERIC IMPRESSION MATERIALS, ADHESIVE AND COHESIVE BONDING
    CULLEN, DR
    SANDRIK, JL
    JOURNAL OF PROSTHETIC DENTISTRY, 1989, 62 (02): : 142 - 145
  • [46] Study on the flexural load bearing performance of nail-laminated I-beams
    Zhang, Hang
    Yang, Xiaojun
    Kong, Xiaohui
    Gu, Dawei
    WOOD MATERIAL SCIENCE & ENGINEERING, 2024,
  • [47] Bending resistance of steel I-beams restrained by U-frames
    Jeffers, EJ
    INNOVATION IN CIVIL AND STRUCTURAL ENGINEERING, 1997, : 201 - 214
  • [48] Determination of the effective bending stiffness of nailed laminated wood beams
    Almeida, PAD
    Ferreira, CAT
    5TH WORLD CONFERENCE ON TIMBER ENGINEERING, VOL 1, PROCEEDINGS, 1998, : 425 - 431
  • [49] Influence of transverse normal constraints in curved sandwich beams and I-beams during bending
    Barrau, JJ
    Segura, JM
    Armengaud, G
    MECHANICS RESEARCH COMMUNICATIONS, 1996, 23 (06) : 633 - 642
  • [50] Flexural strength of hybrid steel I-beams based on slenderness
    Shokouhian, Mehdi
    Shi, Yongjiu
    ENGINEERING STRUCTURES, 2015, 93 : 114 - 128
12345