TY - JOUR
T1 - Dynamic shear behavior of carbon fiber-reinforced composite single and double-bolt single-lap joints
AU - Wang, Jizhen
AU - Liu, Xiaochuan
AU - Guo, Yazhou
AU - Li, Xi
AU - Zhang, Wenxin
AU - Zhang, Di
AU - Chao, Shuaijun
AU - Zhou, Jin
AU - Duan, Yugang
AU - Guan, Zhongwei
N1 - Publisher Copyright:
© 2026 Published by Elsevier Ltd.
PY - 2026/10/1
Y1 - 2026/10/1
N2 - This study investigates the dynamic shear behavior of carbon fiber-reinforced composite single-lap joints assembled with protruding-head hi-lock bolts by comparing single-bolt single-lap (SBSL) and double-bolt single-lap (DBSL) configurations under quasi-static loading and dynamic loading speeds of 0.02, 0.2 and 2 m/s. Based on load-displacement responses, high-speed imaging/DIC, X-ray CT and SEM observations, a tangent-stiffness-based six-phase failure framework was developed for SBSL joints, and four combined dynamic failure modes were identified: bearing-pull-out, bearing-shear-out, bearing-tear-out and slash-tear-out. The results show that the initial stiffness and peak load of SBSL joints varied by only 6% over the tested speed range, whereas the failure displacement increased from 15.05 to 27.68 mm and the energy dissipation increased by 37%; compared with SBSL joints, DBSL joints increased the mean peak load from 12.9 to 25.4 kN, corresponding to a 1.97-fold increase, but led to more abrupt tear-out or sequential bearing-pull-out failures, indicating that bolt configuration mainly governs the dynamic failure path and energy-dissipation mechanism, while the initial stiffness and peak strength are less sensitive to loading speed.
AB - This study investigates the dynamic shear behavior of carbon fiber-reinforced composite single-lap joints assembled with protruding-head hi-lock bolts by comparing single-bolt single-lap (SBSL) and double-bolt single-lap (DBSL) configurations under quasi-static loading and dynamic loading speeds of 0.02, 0.2 and 2 m/s. Based on load-displacement responses, high-speed imaging/DIC, X-ray CT and SEM observations, a tangent-stiffness-based six-phase failure framework was developed for SBSL joints, and four combined dynamic failure modes were identified: bearing-pull-out, bearing-shear-out, bearing-tear-out and slash-tear-out. The results show that the initial stiffness and peak load of SBSL joints varied by only 6% over the tested speed range, whereas the failure displacement increased from 15.05 to 27.68 mm and the energy dissipation increased by 37%; compared with SBSL joints, DBSL joints increased the mean peak load from 12.9 to 25.4 kN, corresponding to a 1.97-fold increase, but led to more abrupt tear-out or sequential bearing-pull-out failures, indicating that bolt configuration mainly governs the dynamic failure path and energy-dissipation mechanism, while the initial stiffness and peak strength are less sensitive to loading speed.
KW - Bolt configuration
KW - Composite bolted joints
KW - Dynamic shear failure
KW - Energy dissipation
KW - Failure mode transition
KW - Multiscale characterization
KW - Protruding-head hi-lock bolts
UR - https://www.scopus.com/pages/publications/105040788526
U2 - 10.1016/j.engstruct.2026.123114
DO - 10.1016/j.engstruct.2026.123114
M3 - 文章
AN - SCOPUS:105040788526
SN - 0141-0296
VL - 364
JO - Engineering Structures
JF - Engineering Structures
M1 - 123114
ER -