Effective Measuring Area and Test Protocol in Picture Frame Method to Measure In-plane Shear Modulus of Cross-laminated Timber

被引:0
作者
Kim, Jiyong [1 ]
Ahn, Kyung-Sun [1 ]
Pang, Sung-Jun [2 ]
Song, Da-Bin [3 ]
Kim, Chul-Ki [3 ]
Kim, Kwangmo [4 ]
Shim, Kugbo [5 ]
Kim, Keon-Ho [6 ]
Oh, Jung-Kwon [7 ]
机构
[1] Department of Agriculture, Forestry and Bioresources, Seoul National University, Seoul
[2] Department of Wood Science and Engineering, Chonnam National University, Gwangju
[3] Wood Engineering Division, National Institute of Forest Science, Seoul
[4] Research Planning and Coordination Division, National Institute of Forest Science, Seoul
[5] Department of Wood and Paper Science, Chungbuk National University, Cheongju
[6] Wood Industry Division, National Institute of Forest Science, Seoul
[7] Department of Agriculture, Forestry and Bioresources/Research Institute of Agriculture and Life Sciences, Seoul National University, Seoul
来源
Journal of the Korean Wood Science and Technology | 2024年 / 52卷 / 06期
关键词
cross-laminated timber; effective loading protocol; in-plane shear modulus; massive wood panel; picture frame method;
D O I
10.5658/WOOD.2024.52.6.605
中图分类号
学科分类号
摘要
This study established a standardized test method for the in-plane shear modulus of cross-laminated timber (CLT) KS F 2082. Among the test methods used to evaluate the in-plane shear modulus of CLT, the picture frame method was considered appropriate for achieving a pure shear state. However, the test procedures for the picture frame method have varied among studies owing to the lack of a standardized test method. Therefore, the deformation measurement area and loading protocol are discussed herein. The measurement area was determined based on the shear behavior of the test specimens using digital image correlation. The tensile and compressive deformations were similar when the side measurement area length was less than 70% of the side length of the test specimen. In addition, a three-stage loading protocol, including a two-step preloading, was proposed to settle the specimen during loading. Testing of a plywood panel showed that the difference between tensile and compressive deformations decreased as the stages progressed. Considering the larger difference in the first phase compared to the subsequent phases, it was concluded that at least one preloading step was required to achieve a pure shear state. A CLT specimen was tested following these procedures and exhibited linear load-deformation curves with a small difference (2.0%) in the tensile and compressive directions. Therefore, the test procedure proposed in KS F 2082 appears to be suitable for achieving a pure shear state and is an effective testing method for CLT. © 2024 The Korean Society of Wood Science & Technology.
引用
收藏
页码:605 / 617
页数:12
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